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Home My WebLink About50123-Z ho�aof SOUTyo`o Town of Southold * * P.O. Box 1179 2� �0 53095 Main Rd ��ou►m.`' Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46358 Date: 07/31/2025 THIS CERTIFIES that the building Wireless Modifications Location of Property: 21855 CR 48 Cutchogue, NY 11935 Sec/Block/Lot: 96.4-19.1 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 11/17/2023 Pursuant to which Building Permit No. 50123 and dated: 07/31/2025 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Modification to existing wireless communication facility for T-Mobile as applied for. The certificate is issued to: Jax Post LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 50123 02/28/2025 PLUMBERS CERTIFICATION: Aut or zed Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "o • SOUTHOLD, NY y�ol ,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#: 60123 Date: 12/13/2023 Permission is hereby granted to: Junge, Arthur 6 Tulane Rd Glen Cove, NY 11642 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, Cutchogue SCTM #473889 Sec/Block/Lot# 96.-1-19.1 Pursuant to application dated 11/17/2023 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 �NofSO& TOWN OF SOUTHOLD BUILDING DEPARTMENT • TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT RENEWED (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44232 Date: 09/30/2019 Permission is hereby granted to: Renewal Date: 05/29/2025 Jax Post LLC 6 Tulane Rd Glen Cove, NY 11542 To: Existing wireless communication modification:T-Mobile (3) new antennas, (3) Remote units&(1) hybrid cable as applied for. Premises Located at: 21855 CR 48, Cutchogue, NY 11935 SCTM#96.-1-19.1 Pursuant to application dated 07/26/2019 and approved by the Building Inspector. To expire on 03/31/2021. Contractors: Fees: Renewal Fee $225.00 Total $225.00 Building Inspector pF SOUr�QI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 �Q UNT`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Arthur Junge Address: 21855 Cr 48 City: Cutchogue St: NY Zip: 11935 Building Permit#: 50123 Section: 96 Block: 1 Lot: 19.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Milicia Electric Corp. License No: 5244ME SITE DETAILS Office Use Only Indoor F Basement r Service I— Solar F Outdoor 1st Floor (— Pool r Spa 17 Renovation 1- 2nd Floor I— Hot Tub (- Generator F Surrey ri Attic Garage Battery Storage [— INVENTORY Service 1 ph 1- Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph [- Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures Other Equipment: 6160 Cabinet w/ 125A Feed Notes: Wireless Inspector Signature: X Date: February 28, 2025 Sean Devlin Electrical Inspector sean.deviin(aD-town.southold.ny.us 21855CR486160Cabinet �O�aOF SOUTyo� -- } # TOWN OF SOUTHOLD BUILDING DEPT. `yco 631-765-1802 Sloy� INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/ HULKING [ ] FRAMING /STRAPPING [ FINAL ��✓ P,d� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: -� wv W�Al DATE INSPECTO #a0F SOUTya# i <2,1 Tr WN THOLD ILDING DEPT. O SOU 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE.SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION. [ ] FIRE RESISTANT PENETRATION - [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION 141 PRE C/O [ ] RENTAL REMARKS: l e DATE INSPECTOR TOTALLY COMMITTED. July 22, 2025 Town of Southold E C E n W E Building Department `� U 54375 Route 25 Southold, NY 11971 J U L 2 8 2025 Subject: Certificate of Compliance Building Department T-Mobile Wireless Site Number: 1_113544A Town of Southold Building Permit Numbers: 44232 and 50123 Crown Site Number: 806579 Site Address: 21855 Country Road Southold, NY 11935 Dear Inspector, In accordance with the New York State Building Code, TKK Engineering DPC has performed a final inspection of the T-Mobile Wireless equipment upgrade at the above-referenced location. The purpose of the inspection was to establish compliance of the completed project with applicable provisions of the State Building Code and the approved design plans entitled "NY Cutchogue 958280", Site No: L113544A, dated 09/28/2023. The scope of work consisted of removing (6)antennas, (2)ground equipment cabinets and installing (6)Antennas, (3)RRHs, and (2)ground equipment cabinets. Based on visual observations of the T-Mobile Wireless equipment upgrade, I have determined that all proposed improvements have been installed in accordance with the State Building Code and the documents submitted to the city and are substantially complete. Respectfully submitted, TICK Engineering DPC of Nz CO 2�F0 09197 AROFfSS IONS'\ Krupakaran Kolandaivelu, P.E. VP of Fnainaarinrr 6095 Marshalee Drive + Suite 300 + Elkridge,MD 21075 + www.networkbuilding.com 5n�a� MAILING ADDRESS: PLANNING BOARD MEMBERS o�*�F SQ�ryOl Southold,M old, NY 11971 Chairman ~ t [ OFFICE LOCATION: MIAJEALOUS-DANK y Town Hall Annex PIERCE RAFFERTY G. �Q 54375 State Route 25 MARTIN H.SIDOR �� (cor. Main Rd. &Youngs Ave.) DONALD J.WILCENSIG y�'DUNT`I, Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director Date: April 28, 2025 Re: Planning Department Report Wireless Upgrade: T-Mobile at Junge 21855 Country Road, Cutchogue SCTM#1000-96.-1-19.1 The Planning Board has found that the requirements of the above-referenced T-Mobile modifications and up-grades have been completed based on the site inspection made April 24, 2025. The improvements are in compliance with the General Requirements of §280-70 and the Planning Department Report dated December 13, 2023; therefore, we recommend a Certificate of Occupancy be issued for this application. Thank you for your cooperation. ' APR 2 8 2025 LELD INSPECTION REPORT DATE COMMENTS v 'ro FOUNDATION (IST) -------------------------------- C FOUNDATION (2ND) z O _ H ROUGH FRAMING& PLUMBING 1 r t� INSULATION PER N.Y. H STATE ENERGY CODE f� FINAL L I r• ADDITIONAL COMMENTS\ 0 QLZV1QninjinAd• f rn b x d ro H Now 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 hgps://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. O Building Inspector: NOV I q 1-7 2023 App(icatr�rts and fnrrras niut be filled auk in the►r entirety Incomplete 3 L Duilding Department appticattbns wilC nit lae accepted{11�1here-the Applicant is tfat ttie avuner an o 'Town of Southold Qwner�`s Au�`horix�tadri foirsrr>i 4p�g��?1 shail�oe�camptetecf �' ,i ��x ��n�� 4 Date: Name:Arthur V. Jungetand Valerie Lassen SCTM#i000-096-00-01-00-019-001 Project Address:21855 County Road,Cutchogu,e Phone#: Email: Mailing Address:6 Tulane Rd, Glen Cove, NY 1 1 542-201 0 Name:Marie Russo/Highlander,Consultants Inc Mailing Address:155 Carleton Ave, East. Islip, NY 11730 Phone#:516-810-1117 Email:mrusso ha?.._.ig hlanderinc.com «..,.. ., 1. ... Name TKK Engineering r Mailing Address:6095' Marshalee Dr, Elkridge,. MD 21075 Phone#:410-712-7092 Email: ,..�,: Ms.,. � .,,, ,r.v. •.::k .._ .s,rtik_.s`=i .�`,,,..�. ., '-�.:: '... ...tx. .�,.��,€s '` �._ � e a i��.,x �5,,,,�� s: a Name Comcell Construction Corp.w . Mailing Address:1373 Lincoln Ave, Holbrook, NY„w11741 Phone#:631-654-5915 Email:MikeA@com cell corn ❑New Structure ❑Addition ®Alteration ❑Repair ®Demolition Estimated Cost of Project: 20therupgrade to cell site per attached plans $ Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes RNo 1 PROPER-TV INFORMATION Existing use of property:communications Intended use of property:Coi°1 munications Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? OYes®No IF YES,PROVIDE A COPY. N Check Brix After Reading: The owner/contractor/design.professional is responsible for-all drainage and stonn water.issues as provided by Chapter23liof the'rown Code,APPLICATION IS.HEREBY MADE to the Building Department for the issuance of 0,Building Permitpursuanttothe Building Zone Ordinance of the Town of Southotd;;Suffolk,tounty,Neal York and other applicable Laws,Ordinances or Regulations,forthe construction.of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to complyavith all`applicable twos,ordinances,building code, housing code and regulations and to admit'authorized inspectors on,premises and.la buildings)for necessary inspections.False statements made herein are punishable as a Class-A misdemeanorpursuant to Section 210AS ofthe New York State Penal Law Application Submitted By(print name):Merie Russo ®Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF Suffolk Marie Ru So being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, , (S)he is theAgent 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, Jenifer Bachi residing at 909 Cedar Lane,Norristown,PA do hereby authorize Marie .Russo to apply on my b o T wn of Southold Building Department for approval as described herein. iIJ11A 11/6/23 Own gnature Date Arthur V. Junge,by Crown Castle Towers 09 LLC,his attorney-in-fact,by Jenifer Bachi,Site Acquisition Speci 'st Print Owner's Name 2 ECEpv L Q FEB 1 1 S�EFp(�c BUILDIN DEPARTMENT- Electrical Inspector Building pepartm id TOWN OF SOUTHOLD i'o of Southold co '` own Hall Annex- 54375 Main Road - PO Box 1179 o • Southold, New York 11971-0959 'jfj0 ap! Telephone (631) 765-1802 - FAX (631) 765-9502 iamesha-southoldtownny.gov— seand(@-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 02/11/2025 Company Name: Milicia Electric Corp. Electrician's Name: Frank Milicia License No.: 5244ME Elec. email:jlavalle@miliciaelectric.com Elec. Phone No: 631-694-0751 01 request an email copy of Certificate of Compliance Elec. Address.: 87 Eads Street, West Babylon, NY 11704 JOB SITE INFORMATION (All Information Required) Name: T-Mobile L113544A Address: 21855 CR 48, Cutchogue, NY 11935 Cross Street: Cox Lane and Church Lane Phone No.: 516-523-5991 Bldg.Permit#: 50123 email: chris.ross@completedevs.com Tax Map District: 1000 Section:96 Block: 1 Lot: 19.1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 125A feed to cellular equipment cabinet Square Footage: Circle All That.Apply: Is job ready for inspection?: ❑� YES ❑ NO ❑Rough In 0 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 Reconnect❑Underground❑Overhead # Underground Laterals 1 FJ2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION �° i � CIEpv 11; FEB 11 2025 � �1�FEpL.1,cO BUILDINf DEPARTMENT- Electrical Inspector � O , Building ),partroen TOWN OF SOUTHOLD Tow of Southold own Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 oy,�Od wt. Telephone (631) 765-1802 - FAX (631) 765-9502 amesh(@.southoldtownny.gov — seanda_southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 02/11/2025 Company Name: Milicia Electric Corp. Electrician's Name: Frank Milicia License No.: 5244ME Elec. email:jlavalle@miliciaelectric.com Elec. Phone No: 631-694-0751 211 request an email copy of Certificate of Compliance Elec. Address.: 87 Eads Street, West Babylon, NY 11704 JOB SITE INFORMATION (All Information Required) Name: T-Mobile LI13544A Address: 21855 CR 48, Cutchogue, NY 11935 Cross Street: Cox Lane and Church Lane Phone No.: 516-523-5991 Bldg.Permit#: 50123 email: chris.ross@completedevs.com Tax Map District: 1000 Section: 96 Block: 1 Lot: 19.1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 125A feed to cellular equipment cabinet Square Footage: Circle All That Apply: Is job ready for inspection?: 0 YES❑ NO ❑Rough In ❑✓ Final Do you need a Temp Certificate?: ❑ YES F&_/�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 Reconnect❑Underground❑Overhead # Underground Laterals 0 1 n2 H Frame Pole Work done on Service? Y MN Additional Information: PAYMENT Dl7>E`11UI.TH APPLICATION PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. WAD Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments MAILING ADDRESS: PLANDONALD O J.� Southold,D MEMBERS OQf so P.O. ox 1179 NY 1 971 Chair OFFICE LOCATION: JAMES H.RICH III y Town Hall Annex MARTIN SIDOR �� 54375 State Route 25 PIERCE RAFFERTY 0 (cor. Main Rd. &Youngs Ave.) AMELIA JEALOUS-DANK COU Southold,NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM "' , DEC 1 3 2023 To: Michael J. Verity, Chief Building.Inspector r� Tf From: Heather M. Lanza, AICP, Planning.Director'�V • Date: December 13, 2023 Re: Planning Department Report Wireless Upgrade: T-Mobile at Junge 21855 Country-Road; Cutchogue SCTM#1000-96.-1-191.1 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§280770, 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. Laserfiche File: Planning Department/Applications/Site Plans (SP)/Pre- submission/1000-96.4-19.1 (3) MAILING ADDRESS: PLANNING BOARD ME:X1-3ERS ��®f SQ P.O. Box 1179 P.O. / Southold,NY 11971 DONALD J.WILCENSKI �® �® 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 CO ,� Southold, NY Telephone: 631 765-1938 E �jr ll �: www.southoldtownny.gov ' PLANNING BOARD OFFICE DEC 2 7 2023 'L;J; TOWN OF SOUTHOLD MEMORANDUM " 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. Laserfiche File: Planning Department/Applications/Site Plans (SP)/Pre- submission/1000-96.4-19.1 (3) Town of Southold, New York cHyscape C O N S U L T A N T S , I N C Telecommunications Site Review 2423 S.Orange Ave#317 Modification Application Orlando,FL 32806 Tel:877.438.2851 Fax:877.220.4593 December 11, 2023 RECEIVED Mara Cerezo, Planner Town of Southold Annex Building DEC 122023 54375 Main Road Southold Town Southold,NY 11971 Planning Board PROVIDERAD/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: 41° 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&Equipment 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 1341 3 RRUs:3)4460 132/1325 1366;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. I CDs prepared by NB+C(TKK 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 Ckyscape T-Mobile/LI13544A Page C ON S U L T ANTS . 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 5. 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: ❑ At street level,the conservatively calculated maximum RF level from the combination of proposed and existing antenna operations at the site is V.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 clear 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 CRYScape T-Mobile/LI13544A Page CON SULTANTS , INC". i Summary 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 cKyscape T-Mobile/LI13544A Page 4 CON S U LTA N T S , I NC . r t i - i t r � t r Figure 1 -Site Location Map Town of Southold—SCTM#1000-96-1-19 CkyScape T-Mobile/LI13544A Pages C ON S U L T A N T S , I N C. T-MOBILE EQUIPMENT ANTENNA CL•90 TOP OF HIGHEST APPUERTENANCE A T MOUNT C-8B ELEV.- 126'-5' [ANY AND ALL TOWER MOUNTED EQUIPMENT MUST NOT TRAP OR INTERFERE W/ EXISTING SAFELY CLIMB - I TOP Oi MONOPOLE ELEV.- IDB'-6' EXISTING ELEV. EXISTING MCL ELEV.- 10776' NEW T-MOBILE EQUIPMENT 3 ERICSSON-AIR 6419 1141 ANTEN TOP OF T-MOBILE ANTENNA J COMMSCOPE-W-659-RI AMEN S)ERICSSON-4450 B2/B25 066 RR ELEV, 94'-0' INSTALLED ON EXISTING MOUNTSM 1 ,I E%ISPNG T-MOBILE ACL ELEV,m 90'-0' (E)T-MOBILE EQUIPMENT _ _ BOTTOM OF T-MOBILE ANTENNA A (3)RFS(- ERICSSON 4449 BL71 BBSAENNA R-111 _ _ ELEV..8'-0' INSTALLED ON EXISTING MOUNTS E%ISTING MCL A ELLV..78'-0' E%ISTING MCL A ( ( I ) ) ( ( ( ( ( (E) 108'-6'MONOPoLE ) I NEW 7-MOBILE FEEDLINE (3)HYBRID CABLE(1-5/87 (E)T-MOBILE FEEOUNES (6)COAX CABLES(1-5/8") i I 52.5 FT AMSL Figure 2—Elevation Drawing of Structure Town of Southold-SCTM#1000-96-1-19 CkyScape T-Mobile/LI13544A Page CONSULTANTS INC . / S(E_)-T_---MOBLE ANTENNA TO BE REMOVED AI 20,AZIMUTH C3 TOTAL,-AIR21 KRC118023-1-02A94P (3 TOTAL,I PER SECTOR) A2 (E)T-NOBILE AMENNA TO BE REMOVED E IGSSON-NR21 KRCIIS023-1-.B2P_84A I (3 TOTAL 1 PER SECTOR) A3 C4 } A4 (E)T-MOBILE ANTENNA TO REMAIN RFS-APXVMRR24_43-U-NA20 (3 TOTAL.I PER SECTOR) 1 I 1 ILU CS (111 1111.1 1 11 (GAMMA) 260'AZIMUTH (E)108'-6'MONOPOLE-------C2 `\ B2 (BETA) 140 AZIMUTH (E)PLATFORM MOUNT TO REMAN B3 \ CI TPo)N STYLE IS AAWS�BE REMOVED (3 TOTAL.1 PER SECTOR) EXISTING ANTENNA LAYOUT 'NI 2 SCALE: NOT TO SCALE At / (M T-MOBILE ANTENNA MMSCOPE-W-658-111 (3 TOTAL 1 PER SECTOR) A2 (ALPHA) 20'AZIMUTH (N)T-MOBILE RRH ERICSSON-4460 82/325 866 C4 III 2'>f A3 (3 TOTAL 1 PER SECTOR) A4 T-MOBILE ANTENNA RFS-AP kV AARR24_43-U-NA20 r (3 TOTAL.1 PER SECTOR) / C3 1 B7 (GAMMA) _ "0'AZIMUTH (E)108'-6-MONOPOLE- ,\ C2 E12 (N)T-MOBILE ANTENNA 14V AZIMUTH (3 TOTAL. -AIR SEC 841 (3 TOTAL 1 PER SECTOR) (E)PLATFORM MOUNT-� - 83 \ C7 84 3 FINAL ANTENNA LAYOUT N SCALE: NOT TO SCALE �� ( Figure 3—Existing and Proposed Antenna Configuration Town of Southold—SCTM#1000-96-1-19 ckyscape T-Mobile/LI13544A Pagel C O N S U L T A N T S I N C. (E) T—MOBILE 6'-9'x16=-10' EQUIPMENT PAD Q Q Q Q + F + + + 441 + @ + + + f Q N + + + Q Q Q Q + + + + + + Q + + + Q + + + + + + 1)T-MOBILE CABINET + + + ERICSSON - 6160 + _}. (E) T-MOBILE FEEDLINES TO B ra '" + + I (2) HYBRID CABLES NEW T-MOBILE FEEDLINE + (3) HYBRID CABLES (1-5/ 3'-4"± + F (E) T-MOBILE FEEDLINES + (6) COAX CABLES (1-5/8 Q Q' } } + 1 f + (E) T-MOBILE ICE OBILE BATTERY CABINET BRIDGE t18'-O" ERICSSON - B160 O i ) + + }I + Q + 1 +I + I `: + f- I+ + 3,_7„t s + 1 +1 + -I- + Q j + 1 + I + + + + + Q + FI I{ - + +---r +_�. ,I U + 1+ 1\ + +--T +. ��— + • Q \�`� him + + + Q Q Q Q aF1 I UPGRADE CABINET BREAKER- TO 15OAMP, 2-POLE BREAKER Q t a i I Q I Figure 4—Existing and Proposed Ground Configuration Town of Southold-SCTM#1000-96-1-19 Ckyscape T-Mobile/LI13544A Page C ON S U L T ANTS , I N C. m� 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 410 1'46.57",Longitude-720 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-meritioned 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 NE`VY p10E CpO�O,p igitall ed by G.Lance Cooke,P.E.(NY License No.89337) ` oke Senior Engineer 08ate, .09.06 O 089339 v 9�FESSIONP EXP 5/30125 tnxTower Report-version 8.1.1.0 Figure 5—Structural Analysis Cover Page l Town of Southold-SCTM#1000-96-1-19 ckyscape T-Mobile/LI13544A Page C ON S U L T ANTS , I N C . GWOM wW PM ((ona�m�amrt MOM ...so 'o'))na ooamom cawar-w a)n•caaR� {i3,irm�mrtwa �� pR rRiu <(p+-�A'ro jai R urn • .: ') f��/B'm m R 1lY6 \ 1 N � � °W� I 1 • OMMMEGUMM iti VTLrdL oim RiDU areas a.WWm ro•a&C ersnim. Figure 6—Feedline Placement Per Structural Analysis i Town of Southold—SCTM#1000-96-1-19 CHYSCape T-Mobile/LI13544A Page10 CONSULTANTS INC . PINNACE TTEIECOM GROUP Professional and Technical Services roman c&Mft ANTENNA SITE FCC RF COMPLIANCE ASSESSMENT ANd REPORT , FOR MUNICIPAL SUbmISSION PREPAREd FOR ToMObi[E NORThEAST LLC SITE LIM44A 21M COUNTRy RoAd CUTChOqUE, NY DECEMbER 4, 2023 14 RidgEdA1E AVENUE - SUITE 260 • CEdAR KNolls, NJ 07927 • 973,451.1630 Figure 7—RF Exposure Compliance Report Cover Page W GRANT OF EA THIS GRANT OF EASEMENT (the "Easement") is ma a effective this day of 2013, by and between ARTHUR V. JUNGE"*("Grantor"), and CROWN CASTLE TOWERS 09 LLC,a Delaware limited liability company ("Grantee"). �A�u In 'r1; 11 Q m��n 3S� ' 1. Deseriptio_ n ofrantor s Proae G rky. Grantor is the owner o that cerfain lan�and premises in Cutchogue, County of Suffolk, State of New York,by grant or conveyance described in the Suffolk County Clerk's Office ("Clerk's Office") in Liber 10321, Page 162. The description of said property is attached hereto as Exhibit"A"(hereinafter"Grantor's Property"). 2. Description of Easement. For good and valuable consideration, the sufficiency of which the parties hereby acknowledge, Grantor grants and conveys unto Grantee, its successors and assigns, forever, an exclusive, perpetual easement for the use of a portion of Grantor's Property, that portion being shown as the "Tower Easement" in the survey attached hereto as Exhibit "B" and described as the "Tower Easement" by metes and bounds in Exhibit "C" attached hereto (the "Easement Area"). The Easement Area shall also include (a)a perpetual right-of-way for ingress and egress, seven days per week, twenty-four hours per day, on foot or motor vehicle,including trucks, along a twenty foot wide right-of-way together with the right to install, replace and maintain above and below ground utility wires, poles, cables, fiber, conduit and pipes as more fully shown as the "20' Access;Easement" onAIR "B" and described as the "20 Foot Wide Access Easement"on Exhibit"C" (the"Access Easement"), together with an exclusive, perpetual right-of-way for the installation, replacement, and maintenance of utility wires, poles,cables, conduits and pipes, in that location more particularly shown as the "Utility Easement"in the survey attached hereto as Exhibit"B" and described as the "Utility Easement" by metes and bounds in Exhibit "C"; (b)any portion of Grantor's Property on which communications facilities exist on the date of this Easement (even if not described in the Lease Agreement as that term is defined in Section 3 of this Easement). In the event Grantee or any public utility is unable or unwilling to use the easements described in subsection (a)above, Grantor hereby agrees to grant an additional right-of-way, in form satisfactory to Grantee, to Grantee or at Grantee's request,directly to a public utility,at no cost and in a location acceptable to Grantee. 3. Assignment of Lease Agreement. The parties hereby acknowledge (a) that certain Option and Lease Agreement dated June 3, 1991, by and between New York SMSA Limited Partnership, as lessee, and Grantor, as lessor, as amended by that Amendment to Lease Agreement dated July 12,2005, a memorandum of which is recorded in Liber D00012412 Page 954 in the Clerk's Office; (b) that certain Site Lease with Option dated August 2, 2002,by and *I ber-P)321 between Grantor, as lessor, and Omnipoint Facilities Network 2, LLC, by Omnipoint 900P 1(p2 Communications, Inc.; (c)that certain N.Y. Land Lease Agreement dated November 29, 2004, by and between Grantor, as lessor, and Cellular Telephone Company d/b/a AT&T Wireless, a , New York partnership, by LIN Cellular Communications Corporation, a New York corporation, as lessee; and (d) that certain Communications Site Lease Agreement between MetroPCS New York, LLC, as lessee, and Grantor, as lessor, last executed on July 16, 2009 (each a "Lease Agreement" and collectively, the "Lease Agreements'), each said Lease Agreement being attached hereto as Exhibit"D". The lessees under the Lease Agreements are hereinafter referred to individually as "Lessee" and collectively as the "Lessees". As used herein, the term"Lease NY Cutchogue BU 806579 2 ' r Agreement" or "Lease Agreements" shall include any amendments or addendums to said agreements. Simultaneously with entering into this Grant of Easement, Grantor and Grantee are entering into separate assignment agreements to be recorded in the Registry by which Grantor shall assign all of its right, title and interest in the Lease Agreements to Grantee (the "Assignment"). Grantor warrants that Grantor has delivered to Grantee true and correct copies of the Lease Agreements. To Grantor's best knowledge, no party to the Lease Agreements has breached or is in default of its obligations under the Lease Agreements and no party has requested or discussed a modification of the Lease Agreements (including a reduction in rent) or termination now or in the future, 4. Grantor's Obtinations With Respect to the Lease Aareements. From and after the date hereof and continuing until this Easement is terminated(if ever), Grantor shall not,other than to the extent required herein or requested in writing by Grantee,exercise or enjoy any of the rights or remedies of the lessor under the Lease Agreements. Grantor shall notify Grantee in writing within five (5) calendar days of Grantor's receipt of any payment in respect of rent, income, charges, interest, penalties, fees and other revenue payable by the Lessees, and Grantor shall forward such payment to Grantee within said five(5)day period. In the event that Grantor fails to forward to Grantee any payment as provided hereunder, Grantee shall have the right to collect such payment from Grantor together with interest on such payment at the greater of the (i)the rate provided by statute where the Easement is located or (ii) 12%per annum (calculated from the date five(5)days after Grantor receives such payment until Grantor pays such sums due to Grantee) and shall have a lien against Grantor's Property with respect thereto. Grantor shall, however, continue to pay, perform,and otherwise discharge all obligations and liabilities of the lessor under the Lease Agreements with respect to Grantor's Property, whether arising prior to, on, or after the date hereof. Without limiting the generality of the foregoing, Grantor shall: (a)fully, faithfully and timely perform all covenants to be performed by the Grantor under the Lease Agreements; (b)promptly pay all mortgages, loans, liens, judgments and all real estate, personal income and other taxes that may become due with respect to Grantor's Property; (c)promptly execute, without any additional consideration, all letters of authorizations, permits, applications or other documents required for Grantee to fully enjoy the Easement or the Lease Agreements; (d)not suffer or allow any breach, default or event of default by the Grantor to occur under the Lease Agreements; and (e)not take any action for the purpose of, or with the effect of, inducing or causing the Lessees not to exercise a right to renew or extend the Lease Agreements. Failure to comply,in whole or in part with this Section shall constitute a default by Grantor of the terms hereof and entitle Grantee to the remedies provided in Section 15 of this j Easement. 5. Permitted Uses, The Easement Area shall be used for constructing, maintaining and operating communications facilities and energy generation facilities for energy to be used on and off the Easement Area, including without limitation, tower structures, antenna support structures, cabinets, meter boards, buildings, antennas, cables, equipment and uses incidental thereto including those necessary for Grantee's compliance with its obligations under the Lease Agreements (the "Permitted Use"). No facilities or structures installed or constructed on the Easement Area by Grantee shall constitute a fixture, but shall remain the personal property of Grantee. Grantor acknowledges that Grantor has no right to object to or approve any improvements to be constructed on the Easement Area. If requested by Grantee, Grantor will execute, at Grantee's sole cost and expense, all documents required by any governmental NY Cutchogue BU 806579 3 i authority in.connection with any development of, or construction on, the Easement Area, including documents necessary to petition the appropriate public bodies for certificates, permits, licenses and other approvals deemed necessary by Grantee in Grantee's absolute discretion to utilize the Easement Area for the Permitted Use Grantor agrees t�be ex,�pplicapt� m^ a»-a—FrM- " m f"Y3" 4 eaIAT r uested by Grantee �he� e i;tag � ' ss, r � Qr a 'Cn antor shall be entitled to no further consideration with respect to any of the foregoing matters. Grantor shall take no action that would adversely affect the status of the Easement Area with respect to the Permitted Use. 6. Perpetual Easement. This Easement and Grantee's rights and privileges hereunder shall be perpetual and may be terminated only as provided for herein. 7. Purchase Price, Down Payment and Installment Payments. The purchase price for the rights and interest granted to Grantee pursuant to this Easement is One Million Eight Hundred Seventy Thousand Dollars ($1,870,000.00) ("Purchase Price"). Upon full execution of this Easement by both parties, Grantee shall pay a down payment on the Purchase Price in the amount set forth in Exhibit "E" attached hereto (the "Down Payment"). Thereafter, Grantee shall pay the_remainder of the Purchase Price in monthly installment payments (each an "Installment Payment"). The due dates, amounts, and number of Installment Payments are set forth in the payment schedule in Exhibit "E". Grantee shall have the right to pay off the remaining balance of the Purchase Price(the"Payoff Amount") at any time,without premium or i penalty, in accordance with the payment schedule in Exhibit "E", and upon payment of the Payoff Amount, no further Installment Payments shall be due to Grantor. Grantor and Grantee agree that all rights granted to Grantee in this Easement shall be fully vested in Grantee upon full execution of this Easement by both parties even though the Purchase Price will be paid in installments. S. Grantee's.Rieht to Terminate. Grantee shall have the unilateral right,but not the obligation, to terminate this Easement for any reason. Upon termination of this Easement, (i)if the Lease Agreements are then in effect, the rights and obligations as lessor under the Lease Agreements shall revert to Grantor, (ii)'Grantor may retain the Down Payment and any Installment Payments paid to Grantor prior to such termination, (iii)Grantee shall be relieved of any obligation to pay the remaining balance of the Purchase Price, and Grantee shall not owe any Installment Payments due after the date of termination, and (iv)the parties shall have no further obligations to each other;provided,however,that if Grantee installed any buildings, structures or equipment upon the Easement Area, Grantee shall, within a reasonable time, remove all of its building(s),tower and above ground property and restore the surface of the Easement Area to its original condition prior to any such installment, reasonable wear and tear excepted. Any buildings, structures or equipment installed or constructed upon the Easement Area by Lessees, or those holding by, through and under Lessees, shall be subject to the terms and conditions of the Lease Agreements. Said termination shall be effective upon Grantee providing written notice J of termination to Grantor. 9. Hazardous Materials. NY Cutchogue BU 806579 4 �.� tom'• e IN WITNESS WHEREOF, Grantor and Grantee,having read the foregoing and intending to be legally bound hereby, have executed this Grant of Easement as of the day and year first written above. GRANTOR: (SEA L) ) Arthur V.Junge, STATE OF } )ss.. COUNTY OF } On the !day of J ujv\p in the year 2013, before me, the undersigned, a Notary Public in and for said State, personally appeared Arthur V. Junge, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within Grant of Easement and acknowledged to me that he/she executed the same in his/her capacity, and that by his/her signature on the Grant of Easement, the individual, or the person upon behalf of which the individual acted,executed the instrument. By: �U'Aqe Print Name: Notary Publics�. My Commission Expires; 0 .4 3zso . [affix notary stamp or seal] O:g`iA►TF� y$ Q NY Cutchogue BU 806579 13 s IN WITNESS WHEREOF, Grantor and Grantee, having read the foregoing and intending to be legally bound hereby,have executed this Grant of Easement as of the day and year first written above. GRANTEE: Crown Castle Towers 09 LLC, a Delawo limited liability company By: (SEAL) Print Name: F,t t- Title: STATE OF T�CI45 ) SS, COUNTY OFA•s W On the day of c t%C in the year 2013 before me, the undersigned, personally appeared 'fit Ar af#�tVU1L [name], personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within Grant of Easement and acknowledged to me that she/he executed the same in . her/his capacity as rVQ ' _[title] of Crown Castle Towers 09 LLC, a Delaware limited liability company, and that by his/her signature on the Grant of Easement, the individual, or the person upon behalf of which the individual acted, executed the Grant of,)P,asejnent. J By. Print Name: Title: td,1W'r C EVI AIAT02 My Commission Expires: 3 a.S'iti [affix notary stamp or seal] ro0o"�?Y��i^� KELSER RONNETTE MCMILLER Notary Public,state of Texas =�. My Commission Expires J''''�;►;�' March 25,2014 yhunq NY Cutchogue BU 806579 14 -V From: Michaelis,Jessica Sent: Thursday, November 30, 2023 10:48 AM To: Westermann, Caitlin Subject: FW: NY Southold 1000-96.-1-19.1 T-Mobile 21855 County Rd application (1113544) Attachments: 806579-NY-CUTCHOGUE-958280-FCD_REV-0-09.28.2023.sss.pdf, 806579-SA.pdf P81 HLjMT-1'8CjM RECEIVE® N V 3 0 2023 From: Marie Russo<mrusso@high landerinc.com> Southold Town Sent:Thursday, November 30,2023 10:17 AM Planning Board To: Elizabeth Herington-Smith<elizabeth@cityscapegov.com> q6. — I — lc( . I Cc:Cerezo, Mara <marac@southoldtownny.gov>; Michaelis,Jessica <jessica.michaelis@town.southold.ny.us> Subject: RE: NY Southold 1000-96.-1-19.1 T-Mobile 21855 County Rd application (1113544) Hi Elizabeth, Attached you will find the CDs together with the structural analysis. I should have the EME�report today at which time I will send it right over. I am hoping this will help for your continued review of this site. Thanks, Marie From: Elizabeth Herington-Smith,<elizabeth@cityscapegov.com> Sent:Tuesday, November 28, 2023 8:42 AM To: Marie Russo<mrusso@highlanderinc.com> Cc:Cerezo, Mara<marac@southoldtownny.gov>; Michaelis,Jessica <iessica.michaelis@town.southold.nv.us> Subject: NY Southold 1000-96.-1-19.1 T-Mobile 21855 County Rd application Good morning, Cityscape is reviewing the application submitted to the Town of Southold and the application is incomplete.We are in need of a structural analysis and an FCC Compliance Assessment/Report.Also, if you would email the CDs along with the other items it would be appreciated. Once we get the requested documents we can begin our review. Please let me know if you have any questions. Best regards, Elizabeth Elizabeth Herington-Smith VP/General Manager I Direct Line:561-541-3104 CITYSCAPE CONSULTANTS,INC. Toll Free: 877-438-2851 www.cityscapegov.com � 1 - p!3 �L Mi $G MG ■ RECEIVED Date: September 06, 2023 NOV 3 0 2023 MORRISON HERSHFIELD Morrison Hershfield Southold Town 1455 Lincoln Parkway, Suite 500 Planning Board Atlanta, GA 30346 c16. _ I — (a - ' (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 NE►NY �NGE Cp� r- igitall §J ed by G. Lance Cooke, P.E. (NY License No. 89337) . La oke ate* .09.06 Senior Engineer 08• T00' 4 08933- v A9° Es S 1o�P EXP 5/30125 tnxTower Report-version 8.1.1.0 TABLE OF CONTENTS 1) INTRODUCTION 2)ANALYSIS CRITERIA Table 1 - Proposed Equipment Configuration Table 2-Other Considered Equipment 3)ANALYSIS PROCEDURE Table 3- Documents Provided 3.1)Analysis Method 3.2)Assumptions 4)ANALYSIS RESULTS Table 4-Section Capacity(Summary) Table 5-Tower Component Stresses vs. Capacity- LC7 4.1) Recommendations 5)APPENDIX A tnxTower Output 6)APPENDIX B Base Level Drawing 7)APPENDIX C Additional Calculations tnxTower Report-version 8.1.1.0 t September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 3 1) INTRODUCTION r This tower is a 100 ft Monopole tower designed by Engineered Endeavors, Inc., and later modified by adding a 8.5 ft extension for a total height of 108.5 ft. The tower was modified multiple times to accommodate additional loading. All the modifications are considered in this analysis per their respective PMI reports. 2)ANALYSIS CRITERIA TIA-222 Revision: TIA-222-H Risk Category: II Wind Speed: 127 mph Exposure Category: C Topographic Factor: 1 Ice Thickness: 1 in Wind Speed with Ice: 50 mph Service Wind Speed: 60 mph Table 1 -Proposed Equipment Configuration { , Center ,Number I Number 'Feed Mountings Line ; Antenna Line . of � Antenna.Model ; of Feed Level (ft)I Elevation ' Manufacturer, Size (ft) Antennas Lines : (in) 3 I commscope I VV-65B-R1_TMO w/Mount Pipe 3 ericsson AIR 6419 B41_TMO_CCIV2 w/Mount Pipe 90.0 3 rfs celwave APXVAARR24_43-U-NA20 w/Mount Pipe 88.0 9 1-5/8 3 ericsson RADIO 4449 B71 B85A T-MOBILE 3 ericsson RADIO 4460 132/625 B66_TMO 1 88.0 1 _ Platform Mount [LP 303-1 KCKR-HR-1] Table 2 -Other Considered Equipment Center Number Number' Feed Mounting; Line Antenna i of Antenna Model of Feed) Line ; Level(ft)' Elevation Antennas Manufacturer Lines ; Size(in)i eft) 119.0 I 1 1 andrew ! DB810E-PS 107.0 117.0 1 . dbspectra DS7A08F36U-N 1 17/88 107.0 1 combilent CP00732 1 1/2 2 - Side Arm Mount[SO 702-1] 3 css X7CAP-480-V w/Mount Pipe I 6 andrew SBNHH-1D65Aw/Mount Pipe 3 samsung RFV01U-D1A 105.0 telecommunications 1 6 7/8 j 102.0 3 samsung RFV01U-D2A 3 1-1/4 telecommunications 3 raycap RXXDC-3315-PF-48 102.0 1 _ Platform Mount [LP 303-1_KCKR-HR-1] tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 4 - Center Mounting; Line Number Antenna i ; i Number, Feed Level ft .Elevation °f ; Manufacturer ' Antenna Model of Feed " Line ( ), ! i • Lines 'Antennas, Size(in) i 78.0 + 80.0 12 decibel DB845N65ZAXT w/Mount Pipe 78.0 1 - Platform Mount[LP 305-1] 9 commscope NNHH-65A-R4 w/Mount Pipe 3 alcatel lucent RRH4X25-WCS / 3 alcatel lucent B25 RRH4x30 12 7/8 70.0 70.0 3 nokia BAND 5 AHCA RRH4X40 4 3/4 2 3/8 3 nokia AHLBA 2 2C 2 raycap DC6-48-60-18-8F 1 - T-Arm Mount [TA 602-3] 3)ANALYSIS PROCEDURE Table 3-Documents Provided Document Reference Source 4-GEOTECHNICAL REPORTS I 949960 CCISITES 4-TOWER FOUNDATION DRAWINGS/DESIGN/SPECS 260900 CCISITES 4-TOWER MANUFACTURER DRAWINGS 642734 CCISITES 4-TOWER REINFORCEMENT DESIGN/DRAWINGS/DATA 2619474 CCISITES 4-POST-MODIFICATION INSPECTION 2710931 CCISITES 4-TOWER REINFORCEMENT DESIGN/DRAWINGS/DATA 2861710 CCISITES i 4-POST-MODIFICATION INSPECTION 3385255 CCISITES 4-TOWER REINFORCEMENT DESIGN/DRAWINGS/DATA 3406575 CCISITES 4-POST-MODIFICATION INSPECTION 4896512 CCISITES 3.1) Analysis Method tnxTower(version 8.1.1.0), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. When applicable, Crown Castle has calculated and provided the effective area for panel antennas using approved methods following the intent of the TIA-222 standard. tnxTower was used to determine the loads on the modified structure. Additional calculations were performed to determine the stresses in the pole and in the reinforcing elements.These calculations are presented in Appendix C. 3.2) Assumptions 1) Tower and structures were maintained in accordance with the TIA-222 Standard. 2) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings.' This analysis may be affected if any assumptions are not valid or have been made in error. Morrison Hershfield should be notified to determine the effect on the structural integrity of the tower. tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R212300001, Order 656006, Revision 0 Page 5 4)ANALYSIS RESULTS Table 4-Section Capacity(Summary) Section: Component i No. Elevation(ft) Type Size Critical Element /o Capacity 4 Pass/Fail - L1 1108.5-103.5 I Pole I TP12xl2x0.375 Pole I 6.3 I Pass L2 103.5-100.5 Pole I TP12xl2x0.375 Pole 19.5 Pass L3 100.5-100 Pole TP14.5x12x0.375 Pole 15.1 Pass L4 100-95 Pole TP15.643x14.5x0.1875 Pole 27.6 Pass L5 95-90 Pole TP16.785x15.643x0.1875 Pole 38.0 Pass L6 90-85 Pole TP17.928x16.785x0.1875 Pole 55.1 Pass L7 85-82.08 Pole TP18.595x17.928x0.1875 Pole 64.2 Pass L8 82.08-81.83 1 Pole+Reinf. TP18.653x18.595x0.7875 Reinf. 12 Bolt-Shaft Bearing 25.5 Pass L9 81.83-76.83 1 Pole+Reinf. TP19.795xl8.653x0.7375 Reinf. 12 Tension Rupture 30.8 Pass L10 76.83-73.58 1 Pole+'Reinf. I TP21.26x19.795x0.7125 Reinf. 12 Tension Rupture 35.8 Pass 1_11 173.58-68.58 1 Pole+Reinf. TP21.282x20.163x0.7813 Reinf. 12 Tension Rupture 39.3 Pass L12 68.58-63.58 Pole+Reinf. TP22.402x21.282x0.7563 Reinf. 12 Tension Rupture 46.8 Pass L13 63.58-58.58 Pole+Reinf. TP23.52lx22.402x0.7188 Reinf.12 Tension Rupture 53.5 Pass L14 158.58-53.58 1 Pole+Reinf. TP24.64x23.521x0.6938 Reinf.12 Tension Rupture 59.6 Pass L15 53.58-48.58 1 Pole+Reinf. TP25.76x24.64x0.6688 Reinf. 12 Tension Rupture 65.2 Pass L16 48.58-43.58 1 Pole+Reinf. TP26.879x25.76x0.6563 Reinf. 12 Tension Rupture 70.3 Pass L17 43.58-38.58 1 Pole+Reinf. TP27.998x26.879x0.6313 Reinf.12 Tension Rupture 74.9 Pass L18 38.58-38.07 Pole+Reinf. TP29.037x27.998x0.6313 Reinf.12 Tension Rupture 75.3 Pass L19 38.07-32.94 Pole+Reinf. TP28.688x27.55x0.8125 Reinf.12 Tension Rupture 63.7 Pass L20 32.94-30 Pole+Reinf. TP29.34lx28.688x0.8 Reinf. 12 Tension Rupture 65.7 Pass L21 30-29.75 Pole+Reinf. TP29.397x29.34lx0.8125 Reinf. 13 Tension Rupture 61.1 Pass L22 29.75-28.75 1 Pole+Reinf. TP29.618x29.3970.8125 Reinf. 13 Tension Rupture 61.7 Pass L23 28.75-28.4 Pole+Reinf. TP29.696x29.618x0.9125 Reinf. 12 Tension Rupture 58.5 Pass L24 28.4-28.17 Pole+Reinf. TP29.747x29.696x0.9125 Reinf. 12 Tension Rupture 58.6 Pass L25 28.17-27.92 1 Pole+Reinf. TP29.803x29.747x0.9125 Reinf. 12 Tension Rupture 58 �8= Pass L26 27.92-27.67 1 Pole+Reinf. TP29.858x29.803x0.925 Reinf. 12 Tension Rupture 58.8 Pass L27 127.67-26.83 1 Pole+Reinf. TP30.045x29.858x0.9125 Reinf. 12 Tension Rupture 59.3 Pass L28 1 26.83-26.58 1 Pole+Reinf. TP30.1x30.045x0.9875 Reinf.8 Bolt Shear 57.9 Pass L29 126.58-21.58 1 Pole+Reinf. TP31.21x30.1x0.95 Reinf.8 Tension Rupture 57.5 Pass L30 121.58-16.58 1 Pole+Reinf. TP32.32x31.21x0.9125 Reinf.8 Tension Rupture 59.9 Pass L31 116.58-16.16 1 Pole+Reinf. TP32.413z32.32x0.9125 Reinf.8 Tension Rupture 60.1 Pass L32 16.16-15.91 1 Pole+Reinf. TP32.469x32.413x0.9125 Reinf.8 Tension Rupture 60.2 Pass L33 15.91 -14 Pole+Reinf. TP32.892x32.469x0.9125 Reinf.8 Tension Rupture 61.1 Pass L34 14-13.75 Pole+Reinf. TP32.948x32.892xl.1875 Reinf.8 Tension Rupture 52.8 Pass L35 13.75-12.92 1 Pole+Reinf. TP33.132x32.948xl.1625 Reinf.8 Tension Rupture 53.2 Pass L36 12.92-12.67 1 Pole+Reinf. TP33.188x33.132xl.2125 Reinf.8 Tension Rupture 52.0 Pass L37 12.67-8.75 Pole+Reinf. TP34.058x33.188x0.9375 Pole 53.6 Pass r L38 8.75-8.5 Pole+Reinf. TP34.113x34.0580.9 Reinf.9 Tension Rupture 1 58.3 Pass L39 8.5-8.25 Pole+Reinf. TP34.169x34.113x0.8875 Reinf.9 Tension Rupture 58.4 Pass L40 8.25-8 Pole+Reinf. TP34.224x34.169x0.8875 Reinf.9 Tension Rupture 60.9 Pass L41 8-6 Pole+Reinf. TP34.668x34.224x0.8875 Reinf.9 Tension Rupture 61.7 Pass tnxTower Report-version 8.1.1.0 I September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 6 Section: Component Size Critical Element I %Ca aci Ii Pass/Fail No. Elevation(ft)' Type ! P tY L42 I 6-5.75 I Pole+Reinf. I TP34.724x34.668xl.1375 I Reinf.8 Tension Rupture I 55.4 I Pass L43 5.75-5.44 Pole+Reinf. TP34.793x34.724x1.3125 Reinf.8 Tension Rupture 50.0 Pass L44 5.44-5.19 Pole+Reinf. TP34.848x34.793xl.3125 Reinf.8 Tension Rupture 50.1 Pass L45 5.19-4.42 Pole+Reinf. TP35:019x34.848z1.2875 Reinf.8 Tension Rupture 50.4 Pass L46 4.42-4.17 Pole#Reinf. TP35.074x35.019xl.0375 Reinf. 1 Compression 60.1 Pass L47 4.17-4 Pole+Reinf. TP35.112x35.074xl.0375 Reinf. 1 Compression 60.2 Pass L48 4-3.75 Pole+Reinf. TP35.168x35.112x1.1625 Reinf. 1 Compression 55.4 Pass L49 3.75-0 Pole+Reinf. TP36x35.168xl.2625 Reinf.2 Weldment 58.2 Pass Summary Pole \ 64.2 Pass Reinforcement 75.3 Pass Overall 75.3 Pass Table 5-Tower Component Stresses vs. Capacity-LC7 Notes { Component Elevation (ft) %Capacity Pass/Fail 1 Flange Connection l 100 I 11.0 Pass 1 Anchor Rods 0 67.6 Pass 1 Base-Plate 79.3 Pass 1 Base Foundation (Structure) 0 52.4 Pass 1 Base Foundation (Soil Interaction) 56.8 Pass Structure Rating(max from.all components)_ 79.3%" Notes: 1) See additional documentation in "Appendix C - Additional Calculations" for calculations supporting the % capacity consumed. 2) 'Rating per TIA-222-H,Section 15.5. 4.1) Recommendations The tower and its foundation have sufficient capacity to.carry the proposed load configuration. No modifications are required at this time. i \ tnxTower Report-version 8.1.1.0 t11VT I 8C I MC RECEIVED ,OA� Date: July 6, 2023 NOV 2 8 2023 GPD Engineering and Architecture Professional Corporation Southold Town 520 South Main St; Suite 2531 P Akron, OH 44311 Planning Board (216) 927-8663 Subject: Structural Analysis Report Carrier Designation: T-Mobile Co-Locate Site Number: LI13411 B Crown Castle Designation: BU Number: 825717 Site Name: Mattituck JDE Job Number: 684772 Work Order Number: 2242232 Order Number: 584825 Rev. 14 Engineering Firm Designation: GPD Project Number: 2023777.825717.04 Site Data: 12585 Sound Ave., Mattituck, NY 11952, Suffolk County Latitude 400 59'27.84", Longitude-72°32'17.94" 100 Foot—PennSummit Concealment Tower We are 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 128 mph as required by the 2020 New York State Uniform Code.Applicable Standard references and design criteria are listed in Section 2-Analysis Criteria. Structural analysis prepared by: Parker Graf Vim- A W-LA I,f=MrlAflly Respectfully submitted by: F N�� Christopher J. Scheks, P.E. -�-L New York#: 093566-1 o8358g 7/6/2023 520 South Main Street.Suite 2531.Akron,Ohio 44311 .330-572-2100.Fax 330-572-2101.www.GPDGroup.com GPD Engineering And Architecture Professional Corporation 100 Ft Concealment Tower Si ___o4al Analysis July 6, 2023 Project Number 2023777.825717.04, Order 584825, Revision 14 CCI BU No 825717 Page 2 TABLE OF CONTENTS 1) INTRODUCTION 2)ANALYSIS CRITERIA Table 1 - Proposed Equipment Configuration Table 2-Other Considered Equipment 3)ANALYSIS PROCEDURE Table 3- Documents Provided 3.1)Analysis Method 3.2)Assumptions 4)ANALYSIS RESULTS Table 4- Section Capacity(Summary) Table 5-Tower Components vs. Capacity 4.1) Recommendations 5)APPENDIX A tnxTower Output 6)APPENDIX B Base Level Drawing 7)APPENDIX C Additional Calculations tnxTower Report-version 8.1.1.0 100 Ft Concealment Tower S ._ 'Aral Analysis _ July 6, 2023 Project Number 2023777.825717.04, Order 584825, Revision 14 CC/BU No 825717 Page 3 1)INTRODUCTION This is a 1100 A concealment tower designed by PennSummit. in February of 2004. 2)ANALYSIS CRITERIA TIA-222 Revision: TIA-222-H Risk Category: II Wind Speed: 128 mph Exposure Category:, C Topographic Factor: 1 Ice Thickness: 1 in Wind Speed with Ice: 50 mph Service Wind Speed: 60 mph Table 1 - Proposed Equipment Configuration Center Number Number Feed 9' Mountin " Line: of Antenna' i Antenna Model of Feed Line Level (ft); Elevation Manufacturer (ft) Antennas Lines . Size(in) II, 95.0.. 95.0 I 3 ( Commscope I._ FW-65A-R3 12 85.0 85.0 3 Commscope FW-65A-R3 12 7/8 Table 2—Other Considered Equipment Center Number. Number Feed Mounting, Line of Antenna Antenna Model of Feed Line Level (ft) Elevation Manufacturer (ft) Antennas Lines Size(in), 95.0 95.0 -1 I - 25.625"0 x 10' Concealment Shroud - 85.0 85.0 1 - 26.625"0 x 10' Concealment Shroud - - 3 JMA Wireless _ MX08FRO665-21 3 Fujitsu TA08025-13605 75.0 75.0 r 3 1 Fujitsu I TA08025-13604 1 1-3/8 F 1-1 Raycap RDIDC-9181-PF-48 r 1 Site Pro 1 6CHMT r tnxTower Report-version 8.1.1.0 100 Ft Concealment Tower S+a.-. :aral Analysis July 6, 2023 Project Number 2023777.825717.04, Order 584825, Revision 14 CC/BU No 825717 Page 4 3)ANALYSIS PROCEDURE ' Table 3-Documents Provided ' Document Reference Source Original Tower Drawings 3478552 CCISites Foundation Drawings 3960738 CCISites Geotechnical•Report 3478551 CCISites 3.1) Analysis Method tnxTower(version 8.1.1.0), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. When applicable, Crown Castle has calculated and provided the effective area for panel antennas using approved methods following the intent of the of the TIA-222 standard. 3.2) Assumptions 1) The tower and structures were maintained in accordance with the TIA-222 standard. 2) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. This analysis may be affected if any assumptions or items in Table 3 are not valid or have been made in error. GPD should be notified to determine the effect on the structural integrity of the tower. f tnxTower Report-version 8.1.1.0 100 Ft Concealment Tower Su.._.¢iral Analysis -' July 6, 2023 Project Number 2023777.825717.04, Order 584825, Revision 14 CC/BU No 825717 Page 5 4)ANALYSIS RESULTS Table 4-Section Capacity(Summary) Section Component Critical SF*P_allow' % Elevation(ft); Size P(I), Pass l Fail No. Type j Element; (K) Capacity L1 I 100-80 I Pole L TP6x6x0.5 1 I -1.57 I 612.32 I 12.0 Pass L2 80-40.75 Pole TP32.516x26.63x0.2188 2 -6.88 1350.54 15.1 Pass L3 40.75-0 Pole TP38.19x31.441 x0.25 3 -12.91 1849.23 29.6 Pass 1 - Summary ELC: LC7 Pole(0) 29.6 Pass Rating= 29.6 Pass i Table 5-Tower Component Stresses vs. Capacity—LC7 Notes - Component Elevation (ft) %Capacity Pass/Fail 112 Flange Bolts 80.0 5.5 Pass 1,2 Anchor Rods 0 47.1 Pass 1,2 Base Plate 0 42.4 Pass 1,2 Base Foundation 0 18.5 Pass Structural 1,2 Base Foundation 0 48.1 Pass Soil Interaction Structure Rating.(max from all components)_ : '48.1% Notes: 1) See additional documentation in"Appendix C—Additional Calculations"for calculations supporting the%capacity consumed. 2) Rating per TIA-222-H Section 15.5 4.1) Recommendations The tower and its foundation have sufficient capacity to carry the proposed load configuration. No modifications are required at this time. r tnxTower Report-version 8.1.1.0 100 Ft Concealment Tower S'i,__viral Analysis July 6, 2023 Project Number 2023777.825717.04, Order 584825, Revision 14 CCI BU No 825717 Page 6 L APPENDIX A TNXTOWER OUTPUT tnxTower Report-version 8.1.1.0 MATERIAL STRENGTH GRADE Fy Fu GRADE I Fly Fu o ASTM A513 75 ksi 85 ksi A60765 65 ksi 80 ksi D.O.M. n o 0 0 ° TOWER DESIGN NOTES 1. Tower is located in Suffolk County,New York. 2. Tower designed for Exposure C to the TIA-222-H Standard. 3. Tower designed for a 128 mph basic wind in accordance with the TIA-222-H Standard. 4. Tower is also designed for a 50 mph basic wind with 1.00 in ice.Ice is considered to increase in thickness with height. 80.0« 5. Deflections are based upon a 60 mph wind. 6. Tower Risk Category II. 7. Topographic Category 1 with Crest Height of 0.0000 ft 4 t 8. TOWER RATING:29.6% 0 a < � mmo � I' ll N ry N f0 N N it I O 'Il I' ll.I III li 40.8It I I IljI�' . I I I I ALL REACTIONS ARE FACTORED m AXIAL o m it 18K SHEAR \ MOMENT 2 KL, y 130 kip-ft TORQUE 0 kip-ft 50 mph WIND-1.0000 in ICE I. AXIAL 13K SHEAqMOMENT 8 K_(_ ` 455 kip-ft 0.0 It TORQUE 0 kip-ft t REACTIONS-128 mph WIND w ? _ E a E i GPD lib'BU#:825717/Mattituck 520 South Main Street Suite 2531 Pliel2023777.825717.04 -- client Crown Castle Drawn by: raf AlAkron, Ohio 44311 P9 Phone:(330)572-2100 Code:TIA-222-H Dale:07/06/23 scale: i FAX: 330 572-2101 Path.TAC—WVIs N1 sl.uaura1100 sm, 11M RwM uoea azsznFa Dwg No 0' - 100, Round it App In Face App Out Fat;, Truss Leg Face A Face B Face C 100.0000 100.0, 95.0000 95.0000 ------------------------- 85.0000 ------------------------- 85.0000 , 80.0000 80.00, 75.0000 75.0000 v C C i+ Q w/ m U n J N O N m m 40.7500 A ------------ ------------------------- ----- ------------V- ----- 4075� y J a Co Co N_ D U 0.0000 0.000, GPD eb'BU#:825717/Mattituck R 520 South Main Street Suite 2531 project 2023777.825717.04 Client:Crown Castle Drawn by: rat App'd: Akron, Ohio 44311 Pg Phone:(330)572-2100 code:TIA-222-H Date:07/06/23 scale: i FAX: 330 572-2101 Path:TAC.%257MM sw—noo swm,M Re OW'M,,' azs11 ca Dwg No i Am ANN, Job Page tnxT Tower BU#: 825717/ Mattituck 1 of 6 GPD Project Date 520 South Main Street Suite 2531 2023777.825717.04 16:30:09 07/06/23 Akron,Ohio 44311 Client Designed by Phone:(330)572-2100 Crown Castle FAX.-(330)572-2101 pgraf t Tower Input Data The tower is a monopole. This tower is designed using the TIA-222-H standard. The following design criteria apply: Tower is located in Suffolk County,New York. Tower base elevation above sea level:7.0000 ft. Basic wind speed of 128 mph. Risk Category II. Exposure Category C. Simplified Topographic Factor Procedure for wind speed-up calculations is used. Topographic Category: 1. Crest Height: 0.0000 ft. Nominal ice thickness of 1.0000 in. Ice thickness is considered to increase with height. Ice density of 56.00 pcf. A wind'speed of 50 mph is used in combination with ice. Temperature drop of 50'F. Deflections calculated using a wind speed of 60 mph. A non-linear(P-delta)analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. Tower analysis based on target reliabilities in accordance with Annex S. Load Modification Factors used:Ke,(FW)=0.95,Kes(ti)=0.85. Maximum demand-capacity ratio is: 1.05. Local bending stresses due to climbing loads,feed line supports,and appurtenance mounts are not considered. Options Consider Moments-Legs Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules Consider Moments-Horizontals Assume Legs Pinned Calculate Redundant Bracing Forces Consider Moments-Diagonals Assume Rigid Index Plate Ignore Redundant Members in FEA Use Moment Magnification 11 Use Clear Spans For WindArea SR Leg Bolts Resist Compression Use Code Stress Ratios Use Clear Spans For KL/r All Leg Panels Have Same Allowable Use Code Safety Factors-Guys Retension Guys To Initial Tension Offset Girt At Foundation Escalate Ice Bypass Mast Stability Checks Consider Feed Line Torque Always Use Max Kz 11 Use Azimuth Dish Coefficients Include Angle Block Shear Check Use Special Wind Profile Project Wind Area of Appurt. Use TIA-222-H Bracing Resist.Exemption Include Bolts In Member Capacity Autocalc Torque Arm Areas Use TIA_-222-H Tension Splice Exemption Leg Bolts Are At Top Of Section Add IBC.6D+W Combination �- Secondary Horizontal Braces Leg Sort Capacity Reports By Component Include Shear-Torsion Interaction Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Always Use Sub-Critical Flow SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Use Top Mounted Sockets SR Members Are Concentric Ignore KL/ry For 60 Deg.Angle Legs Pole Without Linear Attachments Pole With Shroud Or No Appurtenances Outside and Inside Corner Radii Are Known tnxTower - Job BU M 825717/Mattituck Page 2 of 6 GPD Project Date 520 South Main Street Suite 2531 2023777.825717.04 16:30:09 07/06/23 Akron,Ohio 44311 Client Designed by Phone:(330)572-2100 Crown Castle FAX.-(330)572-2101 pgraf Tapered Pole Section Geometry Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft ft ft Sides in in in in L I 100.0000-80.00 20.0000 0.00 Round 6.0000 6.0000 0.5000 ASTM A513 00 D.O.M. (75 ksi) L2 80.0000-40.750 39.2500 4.25 18 26.6300 32.5160 0.2188 0.8752 A607-65 0 (65 ksi) L3 40.7500-0.0000 45.0000 18 31.4410 38.1900 1 0.2500 1.0000 A607-65 (65 ksi) Tapered Pole Properties erties Section Tip Dia. Area 1 r C 1/C J XQ w w/t in in in in in in3 in° in2 in L1 6.0000 8.6394 32.9376 1.9526 3.0000 10.9792 65.8753 4.3171 0.0000 0 6.0000 8.6394 32.9376 1.9526 3.0000 10.9792 65.8753 4.3171 0.0000 0 L2 27.0071 18.3418 1616.4270 9.3760 13.5280 119.4872 3234.9809 9.1727 4.3018 19.661 32.9839 22.4295 2955.8767 11.4655 16.5181 178.9474 5915.6427 11.2169 5.3377 24.395 L3 32.5347 24.7501 3042.0915 11.0728 15.9720 190.4637 6088.1859 12.3774 5.0936 20.374 38.7406 30.1054 5474.9021 13.4687 19.4005 282.2039 10957.0083 15.0556 6.2814 25.126 Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt Stitch Bolt (per face) Ar Spacing Spacing Spacing Diagonals Horizontals Redundants ft ftz in in in in L1 1 0 1 100.0000-80.0 000 L2 1 1 1 80.0000-40.75 00 L3 1 1 1 40.7500-0.000 0 Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Exclude Component Placement Total CAAA Weight or Shield From Type Number Leg Torque ft ft2/ft klf Calculation LCF78-50A(7/8") C No No Inside Pole 95.0000- 12 No Ice 0.0000 0.00 0.0000 1/2"Ice 0.0000 0.00 1"Ice 0.0000 0.00 LCF78-50A(7/8") C No No Inside Pole 85.0000- 12 No Ice 0.0000. 0.00 0.0000 1/2"Ice 0.0000 0.00 P Ice 0.0000 0.00 CUI2PSM9P8XXX( A No No Inside Pole 75.0000- 1 No Ice 0.0000 0.00 1-3/8) 0.0000 1/2"Ice 0.0000 0.00 1"Ice 0.0000 0.00 1'Job / Page tnxTower BU#: 825717/Mattituck 3 of 6 GPD Project Date 520 South Main Street Suite 2531 2023777.825717.04 16:30:09 07/06/23 Akron,Ohio 44311 Client Designed by Phone:(330)572-2100 Crown Castle FAX.-(330)572-2101 pgraf Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CAAA CA, Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft o ft ftz ft2 K ft ft FVV-65A-R3 w/Mount Pipe A From Leg 0.5000 0.60 95.0000 No Ice 0.0000 0.0000 0.07 0.00 1/2"Ice 0.0000 0.0000 0.12 0.00 V Ice 0.0000 0.0000 0.18 FV V-65A-R3 w/Mount Pipe B From Leg 0.5000 0.00 95.0000 No Ice 0.0000 0.0000 0.07 0.00 1/2"Ice 0.0000 0.0000 0.12 0.00 P Ice 0.0000 0.0000 0.18 FVV-65A-R3 w/Mount Pipe C From Leg 0.5000 0.00 95.0000 No Ice 0.0000 0.0000 0.07 0.00 1/2"Ice 0.0000 0.0000 0.12 0.00 P Ice 0.0000 0.0000 0.18 FVV-65A-R3 w/Mount Pipe A From Leg 0.5000 0.00 85.0000 No Ice 0.0000 0.0000 0.07 0.00 1/2"Ice 0.0000 0.0000 0.12 0.00 V Ice 0.0000 0.0000 0.18 FVV-65A-R3 w/Mount Pipe B From Leg 0.5000 0.00 85.0000 No Ice 0.0000 0.0000 0.07 0.00 1/2"Ice 0.0000 0.0000 0.12 0.00 V Ice 0.0000 0.0000 0.18 FVV-65A-R3 w/Mount Pipe C From Leg 0.5000 0.00 85.0000 No Ice 0.0000 0.0000 0.07 0.00 1/2"Ice 0.0000 0.0000 0.12 0.00 V Ice 0.0000 0.0000 0.18 MX08FRO665-21 w/Mount A From Leg 1.0000 0.00 75.0000 No Ice 8.0094 4.2326 0.11 Pipe 0.00 1/2"Ice 8.5180 4.6887 0.19 0.00 V Ice 9.0375 5.1558 0.29 MX08FR0665-21 w/Mount B From Leg 1.0000 0.00 75.0000 No Ice 8.0094 4.2326 0.11 Pipe 0.00 1/2"Ice 8.5180 4.6887 0.19 0.00 I"Ice 9.0375 5.1558 0.29 MX08FRO665-21 w/Mount C From Leg 1.0000 0.00 75.0000 No Ice 8.0094 4.2326 0.11 Pipe 0.00 1/2"Ice 8.5180 4.6887 0.19 0.00 V Ice 9.0375 5.1558 0.29 TA08025-13604 A From Leg 1.0000 0.00 75.0000 No Ice 1.9635 0.9811 0.06 0.00 1/2"Ice 2.1378 1.1117 0.08 0.00 V Ice 2.3195 1.2496 0.10 TA08025-13605 A From Leg 1.0000 0.00 75.0000 No Ice 1.9635 1.1295 0.08 0.00 1/2"Ice 2.1378 1.2666 0.09 0.00 V Ice 2.3195 1.4112 0.11 TA08025-13604 B From Leg 1.0000 0.00 75.0000 No Ice 1.9635 0.9811 0.06 0.00 1/2"Ice 2.1378 1.1117 0.08 0.00 V Ice 2.3195 1.2496 0.10 TA08025-13605 B From Leg 1.0000 0.00 75.0000 No Ice 1.9635 1.1295 0.08 0.00 1/2"Ice 2.1378 1.2666 0.09 0.00 P Ice 2.3195 1.4112 0.11 TA08025-13605 C From Leg 1.0000 0.00 75.0000 No Ice 1.9635 1.1295 0.08 0.00 1/2"Ice 2.1378 1.2666 0.09 0.00 V Ice 2.3195 1.4112 0.11 TA08025-13604 C From Leg 1.0000 0.00 75.0000 No Ice 1.9635 0.9811 0.06 0.00 1/2"Ice 2.1378 1.1117 0.08 0.00 P Ice 2.3195 1.2496 0.10 RDIDC-9181-PF-48 A From Leg 1.0000 0.00 75.0000 No Ice 2.5610 1.3374 0.02 0.00 1/2"Ice 2.7600 1.4935 0.04 0.00 V Ice 2.9665 1.6570 0.07 SitePro 1 6CHMT C None 0.00 75.0000 No Ice 3.1700 3.1700 0.27 1/2"Ice 3.7900 3.7900 0.32 1"Ice 4.4100 4.4100 0.38 2.375"x 10'Mount Pipe A From Leg 1.0000 0.00 75.0000 No Ice 2.3750 2.3750 0.07 0.00 1/2"Ice 3.4031 3.4031 0.09 0.00 P Ice 4.4479 4.4479 0.11 ,,iJob tnxT`ower BU #: 825717/ Mattituck Page4 of 6 GPD Project Date 520 South Main Street Suite 2531 2023777.825717.04 16:30:09 07/06/23 Akron,Ohio 44311 Client Designed by Phone:(330)572-2100 Crown Castle FAX.•(330)572-2101 pgraf Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft o ft ft2 ft, K ft ft 2.375"x 10'Mount Pipe B From Leg 1.0000 0.00 75.0000 No Ice 2.3750 2.3750 0.07 0.00 1/2"Ice 3.4031 3.4031 0.09 0.00 V Ice 4.4479 4.4479 0.11 2.375"x 10'Mount Pipe C From Leg 1.0000 0.00 75.0000 No Ice 2.3750 2.3750 0.07 0.00 1/2"Ice 3.4031 3.4031 0.09 0.00 V Ice 4.4479 4.4479 0.11 Canister Load C None 0.00 100.0000 No Ice 4.8047 4.8047 0.07 1/2"Ice 12.2031 12.2031 0.15 P Ice 12.6615 12.6615 0.23 Canister Load2 C - None 0.00 90.0000 No Ice 9.7969 9.7969 0.16 1/2"Ice 24.8646 24.8646 0.32 1"Ice 25.7813 25.7813 0.49 Canister Load3 C None 0.00 80.0000 No Ice 4.9922 4.9922 0.49 1/2"Ice 12.6615 12.6615 0.57 1"Ice 13.1198 13.1198 0.66 Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. o ° L1 100-80 3.81 39 0.37 0.00 L2 80-40.75 2.43 39 0.23 0.00 L3 45-0 0.91 39 0.17 0.00 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in o oft 100.0000 Canister Loadl 39 3.81 0.37 0.00 40070 95.0000 FVV-65A-R3 w/Mount Pipe 39 3.45 0.33 0.00 40070 90.0000 Canister Load2 39 3.09 0.29 0.00 20035 85.0000 FVV-65A-R3 w/Mount Pipe 39 2.75 0.26 0.00 13356 80.0000 Canister Load3 39 2.43 0.23 0.00 10582 75.0000 MX08FRO665-21 w/Mount Pipe 39 2.14 0.21 0.00 10765 Maximum Tower Deflections - Design Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° L1 100-80 18.47 2 1.79 0.00 L2 80-40.75 11.77 2 1.11 0.00 L3 45-0 4.39 2 0.83 0.00 .Job g tnxTower BU#: 825717/Mattituck Page of 6 GPD Project Date 520 South Main Street Suite 2531 2023777.825717.04 16:30:09 07/06/23 Akron,Ohio 44311 Client Designed by Phone:(330)572-2100 Crown Castle FAX.-(330)572-2101 pgraf Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in oft 100.0000 Canister Load 2 18.47 1.79 0.00 8248 95.0000 FVV-65A-R3 w/Mount Pipe 2 16.70 1.59 0.00 8248 90.0000 Canister Load2 2 14.97 1.41 0.00 4124 85.0000 FVV-65A-R3 w/Mount Pipe 2 13.32 1.24 0.00 2749 80.0000 Canister Load3 2 11.77 1.11 0.00 2178 75.0000 MX08FRO665-21 w/Mount Pipe 2 10.36 1.01 0.00 2216 Compression Checks Pole Design Data Section Elevation Size L L Kl/r A P. OP Ratio No. P. ft ft ft in2 K K op L1 100-80(1) TP6x6x0.5 20.0000 0.0000 0.0 8.6394 -1.57 583.16 0.003 L2 80-40.75(2) TP32.516x26.63x0.2188 39.2500 0.0000 0.0 21.9869 -6.88 1286.23 0.005 L3 40.75-0(3) TP38.1901.4410.25 45.0000 0.0000 0.0 30.1054 -12.91 1761.17 0.007 Pole Bending Design Data Section Elevation Size M., OMI Ratio MY om}y Ratio No. m- M„Y ft kip ft kip ft OM., kip-ft kip-ft rpm v Ll 100-80(1) 'TP6x6x0.5 10.54 85.31 0.124 0.00 85.31 0.000 L2 80-40.75(2) TP32.516x26.63x0.2188 142.42 931.98 0.153 0.00 931.98 0.000 L3 40.75-0(3) TP38.1901.4410.25 454.56 1498.78 0.303 0.00 1498.78 0.000 Pole Shear Design Data Section Elevation Size Actual 0V° Ratio Actual OT Ratio No. V V„ T. T„ ft K K 0V kip-ft kip ft OT L1 100-80(1) TP6x6x0.5 0.79 174.95 0.005 0.00 84.60 0.000 L2 80-40.75(2) TP32.516x26.63x0.2188 5.33 385.87 0.014 0.00 1069.87 0.000 L3 40.75-0(3) TP38.19x31.44lx0.25 8.46 528.35 0.016 0.00 1755.49 0.000 „'Job Page WxTower BU#: 825717/Mattituck 6 of 6 GPD Project Date 520 South Main Street Suite 2531 2023777.825717.04 16:30:09 07/06/23 Akron,Ohio 44311 Client Designed by Phone:(330)572-2100 Crown Castle FAX. 330)572-2101 pgraf Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P. M. M y V. T. Stress Stress ft op OM., rpm' 0V OT Ratio Ratio L1 100-80(1) 0.003 0.124 0.000 0.005 0.000 0.126 1.050 4.8.2 L2 80-40.75(2) 0.005 0.153 0.000 0.014 0.000 0.158 1.050 4.8.2 L3 40.75-0(3) 0.007 0.303 0.000 0.016 0.000 0.311 1.050 4.8.2 Section Capacity Table Section Elevation Component Size Critical P aParraw % Pass No. .rt Type Element K K Capacity Fail L1 100-80 Pole TP6x6x0.5 1 -1.57 612.32 12.0 Pass L2 80-40.75 Pole TP32.516x26.63x0.2188 2 -6.88 1350.54 15.1 Pass L3 40.75-0 Pole TP38.1901.4410.25 3 -12.91 1849.23 29.6 Pass Summary ELC: LC7 Pole(L3) 29.6 Pass Rating= 29.6 Pass 100 Ft Concealment Tower S+�.- .siral Analysis July 6, 2023 Project Number 2023777.825717.04, Order 584825, Revision 14 CCI BU No 825717 Page 7 r APPENDIX B BASE LEVEL DRAWING J tnxTower Report'-version,8.1.1.0 CROWN REGION ADDRESS USA ((OTHER QON71ID EQUIPMENT) (1) 1-s/s•TO 7s FT LEVEL • °' I I Q •00000 d $7YIfif DRAWN BY: SAT _ JPROPOSEUIPMENT CONFIGURATION) CHECKED BY:SAC 12)7/8 •TO 85 FT LEVEL DRAWING DATE:15105113 D EQUIPMENT 12)7/B•TO 95 FT LEVEL SITE NUMBER: SITE NAME-- SITE NAME MatUmck BUSINESS UNIT NUMBER 825717 SITE ADDRESS 12585 Sound Ave. MATTITUCK.NY 11952 SUFFOLK COUNTY USA SHEET TITLE BASE LEVEL SHEET NUMBER "Ts Al-0 PLOT DATE: IM12015 FILE NAME' 025717 BASELEVEL.dxg 100 Ft Concealment Tower S�,—,r-ral Analysis July 6, 2023 Project Number 2023777.825717.04, Order 584825, Revision 14 CC/BU No 825717 Page 8 r 4 APPENDIX C ADDITIONAL CALCULATIONS I tnxTower Report-version 8.1.1.0 M Flagpole i CROWN Site Data CASTLE BUN:82571T Site Name:I Mattituck Order N:1584825 Rev.14 Code Code:; TIA-222-H Ice Thickness: 1 in SPINE Windspeed(V): 128 mph Ice Wind Speed(V):a 501 mph I STIFFENER (TY Exposure Category:( C FLANGE BOLT HOLES (T1'r3) Topographic Feature: N/ Risk Category:i II1 I FLANGE PLATE Tower Information Total Tower Height: 1001 ft Base Tower Height:j_ 80 ft FLANGE PLATE Total Canister Length: 20 ft (TVPE4:SOLIDITY RATIO 0.55) Number of Canister Assembly Sections:, 2 Number of Mating Mating Canister Canister Flange Flange Plate Canister Canister Section Assembly Assembly Ventilated Manufacturer': Sides Plate Plate Plate Solidity Weight Weight Vent Number': Length(ft): Diameter(in): Canister: Canister Tvoe: Thickness Diameter Ratio (Kip): (Kip) Length(ft): Section in a: in 1 10 �25.625 No Round 4 0.13 24.75 0.55 0.019 0.134 0-0- 2 10 '26.625 No Round, 4 2.50 26.1875 1 0.55 1 0.420 0.139 0-0 'Sections are numbered from the top of the tower down 'Select manufacturer if available for vented canister.Leave blank to autocalculate Of values. 3 Mating Flange Plate Thickness at the bottom of canister section Flag on Tower: No Truck Ball an Tower: No Geometry:Base Tower+Spine 825717.eri (lost saved 0710610.24 am) Bottom Wall Pole Height Above Section Lap Splice Diameter Thickness Bend Pole Base(ft) Length(ft) Length(ft) Number of Sides Top Diameter(in) (in) (in) Radius(in) Material Delete ASTM A513 100 20 0 0 6 6 0.5 n/a D.O.M. (x] 80 39.25 4.25 1 18 26.63 1 32.516 0.2188 0.8752 A607-65 (x] 45 45 0 1 18 31.441 1 38.19 0.25 1 A607-65 (x] Page 1 of 2 I CCIFlagpole Tool(2.3.4) e Loads:CFAF for Canister Assembly Canister Apply CFAF at C C CFAF Canister Assembly Canister Loading Elevation(z) CFAF CFAF z CFAF 1"Ice(ftz) CFAF F z F F z Assembly weight (ft) No Ice(ft z) 1/2"Ice(ft) 2"Ice(ft) 4"Ice(ft) weight No 1/2"Ice Ice(Kip) Ki pl— Canister Load 1 100 4.805 12.203 12.661 13.578 15.411 0.067 0.147 Canister Load 2 90 9.797 24.865 25.781 27.615 31.281 0.156 0.318 Canister Load 3 80 4.992 12.661 13.120 14.036 15.870 0.490 0.573 Deflection Check Required: Yes Import Deflection Results 3%Spine Deflection Check Allowable(3%)Horizontal Spine Actual Sufficient/Insufficient Deflection(inches) Deflectiont (inches) 7.200 1.382 Sufficient Relative deflection under service level wind speed Page 2 of 2 CCIFlagpole Tool(2.3.4) Monopole Flange Plate Connection Elevation=80 ft. CROWN CASTLE BU# 825717 lied Loads Site Name Mattituck Moment(kip-ft)1 10.54 Order tl 584825 Rev.14 Axial Force(kips)1 1.57 Shear Force(kips)1 0.79 TIA-222Revision H 'TIA-222-H Section 15.5 Applied Top Plate-External Bottom Plate-Internal Connection Properties Bolt Data (6)1-1/8"0 bolts(A325 N;Fy=81 ksi,Fu=120 ksi)on 20"BC Top Plate Data Bottom Plate Data 25.75"OD x 2.5"Plate(A572-50;Fy=50 ksi,Fu=65 ksi) 6.125"ID x 2.5"Plate(A572-50;Fy=50 ksi,Fu=65 ksi) Top Stiffener Data Bottom Stiffener Data N/A N/A Top Pole Data Bottom Pole Data 6"x 0.5"round pole(ASTM A513 D.O.M.;Fy=75 ksi,Fu=85 ksi) 26.63"x 0.2188"18-sided pole(A607-65;Fy=65 ksi,Fu=80 ksi) Analysis Results Bolt Capacity Max Load(kips) 3.95 Allowable(kips) 68.67 Stress Rating: 5.5% Pass Top Plate Capacity Bottom Plate Capacity Max Stress(ksi): Max Stress(ksi): Allowable Stress(ksi): Allowable Stress(ksi): Stress Rating: N/A Stress Rating: N/A Tension Side Stress Rating: N/A Tension Side Stress Rating: N/A CClplate-Version 4.1.2 Analysis Date:7/6/2023 Monopole Base Plate Connection CROWN CASTLE MIMI BU# 825717 Site Name .Mattituck Order# 584825 Rev.14 O TIA-222 Revision H Grout Considered: No I.,(in) 2.125 i Moment(kip-ft) 454.56 Axial Force(kips) 12.91 Shear Force(kips) 8.46 'TIA-222-H Section 15.5 Applied o. .o Connection Properties Analysis kesults Anchor Rod Data Anchor Rod Summary (units of kips,kip-in) (4)2-1/4"A bolts(A615-75 N;Fy=75 ksi,Fu=100 ksi)on 44"BC Pu—t=120.61 �Pn_t=243.75 Stress Rating Vu=2.12 �Vn=149.1 47.1% Base Plate Data Mu=n/a cWn=n/a Pass 43"W x 1.75"Plate(A572-55;Fy=55 ksi,Fu=70 ksi); Clip:6 in Base Plate Summary Stiffener Data Max Stress(ksi): 22.06 (Flexural) N/A Allowable Stress(ksi): 49.5 l Stress Rating: 42.451. Pass Pole Data 38.19"x 0.25"18-sided pole(A607-65;Fy=65 ksi,Fu=80 ksi) CCiplate-Version 4.1.2 Analysis Date:7/6/2023 Drilled Pier Foundation CROWN BU#: 825717 CASTLE Site Name: Mattituck C)c Order Number: 584825 Rev.14 TIA-222 Revison: H Check Limitation Tower Type: Monopole - Apply TIA-222-H Section 15.5 NIA Analysis Results Additional Longitudinal Rebar Applied Loads Soil Lateral Check Compression uplift Input Effective Depths else Actual): Camp. Uplift D_o(ft from TOC) 5.68 Shear Design Options Moment(kip-ft) 4551 Soil Safety Factorl 3.52 - Check Shear along Depth of Pier [�] Axial Force(kips) 131 Max Moment(kip-ft)1 496.68 Utilize Shear-Friction Methodology: Shear Force(kips) 81 Rating*1 36.0% 1 Override Critical De nth: "- Soil Vertical Check Compression Uplift Go to Soil Calculations Material Properties Skin Friction(kips) 101.64 - Concrete Stren th,fc: 3 ksi End Bearing(kips) 58.40 - Rebar Strength,F : 60 ksi Weight of Concrete(kips) 67.89 - Tie Yield Strength,F : 401 ksi Total Capacity(kips) 160.04 - Axial(kips) 80.89 - Pier Design Data Rebar&Pier Options Rating* 48.1% - Depth 17 ft Reinforced Concrete Flexure Compression Uplift Ext.Above Grade 0.5 ft Embedded Pole inputs Critical Depth(ft from TOC)1 5.65 1 ` Pier Section 1 Belled Pier inputs Critical Moment(kip-ft)1 496.68 1From 0.5'above grade to 17'belowgrade Critical Moment Capacityl 3306.56 1 - Pier Diameter 6 ft Rating*1 14.3% Rebar Quantity 16 Reinforced Concrete Shear Compression Uplift Rebar Size 11 Critical Depth(ft from TOC) 12.49 - Clear Cover to Ties 4 in Critical Shear(kip) 86.43 Tie Size 5 Critical Shear Capacityl 446.14 _ Tie Spacing 18 in Rating*1 18.5% 1 - Structural Foundation Rating' 18.5% Soil Interaction Rating*1 48.1% *Rating perTIA-222-H Section 15.5 Soil Profile 1 Groundwater Depth I 7 I #of Layers 1 4 Angle of Calculated Calculated Ultimate Skin Ultimate Skin Ult.Gross Top Thicknessy,n Ymocrcte Cohesion Ultimate Skin Ultimate Skin Friction Comp Bearing SPT Blow Layer (ft) Bottom(ft) (ft) (per (pc (ksf) Friction Friction Comp Friction Uplift Override Friction Uplift Capacity Count Soil Type (degrees) (ksf) (ksf) Iksf) Override(ksf) (ksf) 1 0 4.167 4.167 110 150 0 0 0.000 0.000 0.00 0.00 Cohesionless 2 4.1671 71 2.833 1101 150 0 30 0.000 0.000 0.42 0.42 Cohesionless 31 71 101 3 47.61 87.6 0 301 0.0001 0.0001 0.601 0.601 Cohesionless 4 10 17 7 47.6 87.6 0 30 0.000 0.000 0.60 0.60 2.754 Cohesionless Version 5.0.5 I JNSCE ASCE 7 Hazards Report AMERICAN SOCIETY OF CIVIL ENGINEERS Address: Standard: ASCE/SEl7-16 Latitude: 40.991067 No Address at This Location Risk Category: II Longitude: -72.538317 Soil Class: D- Default(see Elevation: 7.64205802669808 ft(NAVD Section 11.4.3) 88) ti �" ff°� ,-� �q"S..' s � '• � �',��»�, .,,, e.�3`.�y'sm .$F`;-�. �� :F //`/.�'�>�t%Kr/ �"y% /h/,//� l�f�i'�'ri%✓�i,��;/l �'/�'h� /�, ;'• ..�'� � �- ��,- <n �+' �'•, � 4�� "" .�& n iJi"'' fir% ��/�A�' r��!�'y/i/�''�!r%/ ,!✓'/�; ef�"'�✓`Ja"l'� y,i,� ♦ �:�'�- �,.;�� i '-� ^f %��15� i/rr/.!Vie!a�%'i7'/� r,'�'��'./'� �� "/ y/i/f.��i.f, �/ ✓ i: .z. ��. �ff t � 5 ?..,.H''. � s.� a: ,� V� ..6 .*�„ h, r-/-rr��'��.rfi f� }' //'!��.' .�lJ'.l! /1,�.:✓ .' �"��.1� .?% ;. �'�i5 .da''' �✓y� .� ! � _ � ,;✓l,F/,/ f✓ ! �,,%I ys�✓%J.r/��✓!�/',a'/'��z:�{ �Tr%¢r Y�,la •'i`��- '. 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I gs.» v✓ / tat - r /r-,�/,! /p F �yy✓.`/�; ;� ✓r/ wt< 'u '� ,.r` s ♦♦ y/!N'M'w ! ,y _ fy% /�fr -''; '`�ri%r,`�✓°`;� r * � �r.,/yYH * - ',rt' « `3�S � f i ,�i &yGmglj n � 4.,y l� // /;/; f' ,i/''ly trosy, ` /�s f� ..,x`� � , �9T '�" 'fit w ♦ °" �>� t :- 's rx°y ! �v l��F /r / r F r,'" y � x�,* �' r'�* '� � �✓ ;;� »» � � `�,.�y' nor as -"� `f/f�/�% Qr�� ! xir,'�,runr ss�:. t �,�=x; . ,�� '-w ,;g+r�*°aFs ♦ �tx �arjr s � s`•, y�/� � ,,, � '"G {�s ✓��////,� ` rri ° i ,�� "n•, Ri ♦!� r r�, ��,�%;,yaAi.�a•-.v C .,a1µ•rk':n :'�„a' � !�// � ✓!F/ r ✓yrf ✓i ,� 'n�If9 `� r>'' Y�'h,. !ry» ;.y � -. ,3's �:3� Y� ?mc� 3' ` ti:<� s , l,,r r✓%/`r/ d¢ �rl'`r::'// �� 4 � -� da"°«."` .w rq .a ✓� < .. } !✓ i t . � € ry// /.' ✓r�,TUw�F M,.,,,�..�5i¢ i -< of �`s3 ' s��;< ,. :- ! 3 j" r ;•< ss+a ! r y.'" 4`d�H3r�r[cl�,0'�f= y r-n-1r �/�3� Wind Results: Wind Speed 128 Vmph 10-year MRI 76 Vmph 25-year MRI 87 Vmph 50-year MRI 98 Vmph 100-year MRI 105 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1 B and Figs. CC.2-1—CC.2-4, and Section 26.5.2 Date Accessed: Thu Jul 06 2023 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability= 0.00143, MRI = 700 years). Site is in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Glazed openings need not be protected against wind-borne debris. https:/Iasce7hazardtool.online/ Page 1 of 3 Thu Jul 06 2023 ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS Seismic D- Default(see Section 11.4.3) Site Soil Class: Results: SS 0.174 So, 0.079 S, 0.049 T L 6 Fa 1.6 PGA : 0.094 F„ 2.4 PGA M : 0.151 SMS 0.278 FPGA 1.6 SM, 0.118 le 1 SoS 0.185 C 0.7 Seismic Design Category: B cso MCER Response Spectrum Design Response Spectrum 0..20...; .__. .... l a25 ,EE I . ... .... ... _.. Q20y ........ -...,_.., ....,,,. a16 a ._ itt3€3 y / 00 .. 0.€4.. ➢{ �y �F✓ '+'' CiG... / s/ 0. �d jf7v9 a'y h Q 1 2 3 s 5 6 7 0 1 2 u 4 5 6 7 Sa(g)vs T(s) Sa(9)vs T(s) MCER Vertical Response Spectrum Design Vertical Response Spectrum a16 3 01t + 0..14 ; 010..j s 0.10 0.0 � € 06.�c�� C1.f36 41 0.04 ✓'e./l �5�5 y% �� '9��9y/_.�'.�'3,��j . R.I.RJiA,., 0.02 . _ ��., ,_._. �s_� 0-02 €S 0.5 1..0 -5 2.0 C} 0.5 1.0 1.5 2-0 Sa(9)vs T(s) Sa(g)vs T(s) Data Accessed: Thu Jul 06 2023 Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-16 and ASCE/SEI 7-16 Table 1.5-2.Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-16 Ch. 21 are available from USGS. https:Hasce7hazardtool.online/ Page 2 of 3 Thu Jul 06 2023 -ASCE" AMERICAN SOCIETY OF CIVIL ENGINEERS Ice Results: Ice Thickness: 1.00 in. Concurrent Temperature: 15 F Gust Speed 50 mph Data Source: Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Date Accessed: Thu Jul 06 2023 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. i The ASCE 7 Hazard Tool is provided for your convenience,for informational purposes only,and is provided"as is"and without warranties of any kind.The location data included herein has been obtained from information developed,produced,and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard.While ASCE has made every effort to use data obtained from reliable sources or methodologies,ASCE does not make any representations or warranties as to the accuracy,completeness,reliability, currency,or quality of any data provided herein.Any third-party links provided by this Tool should not be construed as an endorsement, affiliation,relationship,or sponsorship of such third-party content by or from ASCE. ASCE does not intend,nor should anyone interpret,the results provided by this Tool to replace the sound judgment of a competent professional,having knowledge and experience in the appropriate field(s)of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard. In using this Tool,you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers,directors, employees,members,affiliates,or agents be liable to you or any other person for any direct,indirect,special,incidental,or consequential damages arising from or related to your use of,or reliance on,the Tool or any information obtained therein.To the fullest extent permitted by law,you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool. https://asce7hazardtool.online/ Page 3 of 3 Thu Jul 06 2023 Highlander Consultants, Inc. November 14,2023 Svl�f` Building Department P1l Re mIC RECEIVE Town of Southold PO Box 1179 Southold, NY 11971 NOV 21 2023 Sout o d Town Re:Application for building permit Planning Board Applicant:T-Mobile Northeast LLC(1-I13544) Cr Premises: Celltower �� _ 21855 County Rd,Cutchogue SCTM#:0100-00-01-00-019-001 Dear Sir/Madam: Enclosed herewith you will find the following in regard to the application for a building permit for T- Mobile upgrade to it's existing telecommunications facility at the above-named site: 1. Application for building permit signed by Crown Castle as they have the power of attorney, attached,from the property owner Arthur V Junge 2. Application for electrical inspection noting the electrician to be determined once building permit issued 3. Check in the amount of$4000 for the technical consultant review 4. Filing fee check in the amount of$375(Accessory:$125; Electrical$150;COO commercial$100) 5. Certificates of Workers Compensation Insurance, Disability Insurance and Liability Insurance for general contractor, Milicia Electric Corp. 6. Four(4)sets of signed and sealed construction drawings for T-Mobile Please advise when building permit is ready. Thank you for your courtesy and cooperation in this matter. Very truly yours, rie 155 Carleton Avenue, East Islip,New York 11730 Telephone: (631) 581-8105 Fax: (631) 581-8205 4 OFFICE LOCATION: Town Hall Annex MAILING ADDRESS 'y P.O. Box 1179 54375 State Route 25 (cor. Main Rd.&Youngs Ave.) j� Southold,NY 11971 Southold, �� - Telephone: 631-765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: November 21,. 2023 ' Re: Check The attached check is a Consultant Escrow Fee for the project review listed below. Please deposit into B691 Deferred Revenue Account. Thank you. Applicant/Project Tax Map # Amount Check Date/No. Name & Type T-Mobile Wireless Upgrades at 96.-1-19.1 $4,000.00 11/14/23 -#7782 Junge Highlander Consultants Highlander Consultants Inc. PEOPLES UNITED BANK, NA 7782 155 Carleton Avenue 3880 Veterans Memorial Highway East Islip, NY 11730 Bohemia, NY 11716 50-546/214 PAY TO THE ORD OF $ V DOLLARS A f� MEMO L� AU ORVED SIGNATURE �, / �`f � • f r, . i GRANT OF EASEMENT THIS GRANT OF EASEMENT (the "Easement') is ma a effective this day of 2013, by and between ARTHUR V. JUNGE'I("Grantor"), and CROWN CASTLE TOWERS 09 LLC,a Delaware limited liability company("Grantee"). ��115s r1; �1 � mCcO NH 3g 1. Description of Grantor's Prop�111�u1�n erty. Grantor is tie owner oil that certain lSa5and premises in Cutchogue, County of Suffolk, State of New York,by grant or conveyance described in the Suffolk County Clerk's Office ("Clerk's Office") in Liber 10321, Page 162. The description of said property is attached hereto as Exhibit"A"(hereinafter"Grantor's Property"). 2. Description of Easement. For good and valuable consideration, the sufficiency of which the parties hereby acknowledge, Grantor grants and conveys unto Grantee, its successors and assigns, forever,.an exclusive, perpetual easement for the use of a portion of Grantor's Property, that portion being shown as the "Tower Easement" in the survey attached hereto as Exhibit "B" and described as the "Tower Easement" by metes and bounds in Exhibit "C" attached hereto (the "Easement Area"). The Easement Area shall also include (a)a perpetual right-of-way for ingress and egress, seven days per week, twenty-four hours per day, on foot or motor vehicle,including trucks, along a twenty foot wide right-of-way together with the right to install, replace and maintain above and below ground utility wires, poles, cables, fiber, conduit and pipes as more fully shown as the "20' Access Easement" on Exhibit 'B" and described as the"20 Foot Wide Access Easement"on Exhibit"C"(the"Access Easement"), together with an exclusive, perpetual right-of-way for the installation, replacement, and maintenance of utility wires, poles,cables, conduits and pipes, in that location more particularly shown as the "Utility Easement"in the survey attached hereto as Exhibit"B" and described as the "Utility Easement" by metes and bounds in Exhibit "C"; (b)any portion of Grantor's Property on which communications facilities exist on the date of this Easement (even if not described in the Lease Agreement as that term is defined in Section 3 of this Easement). In the event Grantee or any public utility is unable or unwilling to use the easements described in subsection (a)above, Grantor hereby agrees to grant an additional right-of-way, in form satisfactory to Grantee, to Grantee or at Grantee's request,directly to a public utility,at no cost and in a location acceptable to Grantee. 3. Assignment of Lease Agreement. The parties hereby acknowledge (a) that certain Option and Lease Agreement dated June 3, 1991, by and between New York SMSA Limited Partnership, as lessee, and Grantor, as lessor, as amended by that Amendment to Lease Agreement dated July 12,2005, a memorandum of which is recorded in Liber D00012412 Page 954 in the Clerk's Office; (b)that certain Site Lease with Option dated August 2, 2002,by and �.i'la2rlt� 2� between Grantor, as lessor, and Omnipoint Facilities Network 2, LLC, by Omnipoint 900P !(02 Communications, Inc.; (c)that certain N.Y. Land Lease Agreement dated November 29, 2004, �77'' by and between Grantor, as lessor, and Cellular Telephone Company d/b/a AT&T Wireless, a New York partnership, by LIN Cellular Communications Corporation, a New York corporation, as lessee; and (d) that certain Communications Site Lease Agreement between MetroPCS New York, LLC, as lessee, and Grantor, as lessor, last executed on July 16, 2009 (each a "Lease Agreement" and collectively,.the "Lease Agreements'), each said Lease Agrlement being attached hereto as Exhibit"D". The lessees under the Lease Agreements are hereinafter referred to individually as "Lessee" and collectively as the "Lessees". As used herein, the term"Lease NY Cutchogue BU 806579 2 00 Agreement" or "Lease Agreements" shall include any amendments or addendums to said agreements. Simultaneously with entering into this Grant of Easement, Grantor and Grantee are entering into separate assignment agreements to be recorded in the Registry by which Grantor shall assign all of its right, title and interest in the Lease Agreements to Grantee (the "Assignment"). Grantor warrants that Grantor has delivered to Grantee true and correct copies of the Lease Agreements. To Grantor's best knowledge, no party to the Lease Agreements has breached or is in default of its obligations under the Lease Agreements and no party has requested or discussed a modification of the Lease Agreements(including a reduction in rent) or termination now or in the future, 4. Grantor's Obligations With Respect to the Lease Agreements. From and after the date hereof and continuing until this Easement is terminated(if ever),Grantor shall not,other than to the extent required herein or requested in writing by Grantee,exercise or enjoy any of the rights or remedies of the lessor under the Lease Agreements. Grantor shall notify Grantee in writing within five (5) calendar days of Grantor's receipt of any payment in respect of rent, income, charges, interest, penalties, fees and other revenue payable by the Lessees, and Grantor shall forward such payment to Grantee within said five(5)day period. In the event that Grantor fails to forward to Grantee any payment as provided hereunder, Grantee shall have the right to collect such payment from Grantor together with interest on such payment at the greater of the (i)the rate provided by statute where the Easement is located or (ii) 12%per annum (calculated from the date five(5)days after Grantor receives such payment until Grantor pays such sums due to Grantee) and shall have a lien against Grantor's Property with respect thereto, Grantor shall, however, continue to pay, perform, and otherwise discharge all obligations and liabilities of the lessor under the Lease Agreements with respect to Grantor's Property,whether arising prior to, on, or after the date hereof. Without limiting the generality of the foregoing, Grantor shall: (a)fully, faithfully and timely perform all covenants to be performed by the Grantor under the Lease Agreements; (b)promptly pay all mortgages, loans, liens,judgments and all real estate, personal income and other taxes that may become due with respect to Grantor's Property; (c)promptly execute, without any additional consideration, all letters of authorizations, permits, applications or other documents required for Grantee to fully enjoy the Easement or the Lease Agreements; (d)not suffer or allow any breach, default or event of default by the Grantor to occur under the Lease Agreements; and (e)not take any action for the purpose of, or with the effect of, inducing or causing the Lessees not to exercise a right to renew or extend the Lease Agreements. Failure to comply,in whole or in part with this Section shall constitute a default by Grantor of the terms hereof and entitle Grantee to the remedies provided in Section 15 of this Easement. 5. Permitted Uses. The Easement Area shall be used for constructing, maintaining and operating communications facilities and energy generation facilities for energy to be used on and off the Easement Area, including without limitation, tower structures, antenna support structures, cabinets, meter boards, buildings, antennas, cables, equipment and uses incidental thereto including those necessary for Grantee's compliance with its obligations under the Lease Agreements (the "Permitted Use"). No facilities or structures'installed or constructed on the Easement Area by Grantee shall constitute a fixture,!but shall remain the personal property of Grantee. Grantor acknowledges that Grantor has' no right to object to or approve any improvements to be constructed on the Easement Area. If requested by Grantee, Grantor will execute, at Grantee's sole cost and expense, all documents required by any governmental NY Cutchogue BU 806579 3 00 authority in connection with any development of, or construction on, the Easement Area, including documents necessary to petition the appropriate public bodies for certificates,permits, licenses and other approvals deemed necessary by Grantee in Grantee's absolute discretion to utilize the Easement Area for the Permitted Use Grantor agrees to be named applWattt if re nested by pC3rantee � iheefi ' �rgoiiatree3 apiirtsCxaraiter k-rantor's;attorney��in�ac�3,ta��e� �e�aE,Y1� �zs��applic��Zr�n�,�p��i��enses-�;anc�ather ti2soat7► l�eIGrantux shall be entitled to no further consideration with respect to any of the foregoing matters. Grantor shall take no action that would adversely affect the status of the Easement Area with respect to the Permitted Use. 6. Perpetual Easement. This Easement and Grantee's rights and privileges hereunder shall be perpetual and may be terminated only as provided for herein. 7. Purchase Price, Down Payment and Installment Payments. The purchase price for the rights and interest granted to Grantee pursuant to this Easement is One Million Eight Hundred Seventy Thousand Dollars ($I,870,000,00) ("Purchase Price"), Upon full execution of this Easement by both parties, Grantee shall pay a down payment on the Purchase Price in the amount set forth in Exhibit "E" attached hereto (the "Down'Payment"). Thereafter, Grantee shall pay the remainder of the Purchase Price in monthly installment payments (each an "Installment Payment"). The due dates, amounts, and number of Installment Payments are set forth in the payment schedule in Exhibit "E". Grantee shall have the right to pay off the remaining balance of the Purchase Price(the"Payoff Amount")at any time,without premium or i penalty, in accordance with the payment schedule in Exhibit "E", and upon payment of the Payoff Amount, no further Installment Payments shall be due to Grantor, Grantor and Grantee agree that all rights granted to Grantee in this Easement,shall be fully vested in Grantee upon full execution of this Easement by both parties even though the Purchase Price will be paid in installments. 8. Grantee's-Right to Terminate. Grantee shall have the unilateral right,but not the obligation, to terminate this Easement for any reason. Upon termination of this Easement, (i)if the Lease Agreements are then in effect, the rights and obligations as lessor under the Lease Agreements shall revert to Grantor, (ii)'Grantor may retain the Down Payment and any Installment Payments paid to Grantor prior to such termination, (iii)Grantee shall be relieved of any obligation to pay the remaining balance of the Purchase Price, and Grantee shall not owe any Installment Payments due after the date of termination, and (iv)the parties shall have no further obligations to each other;provided,however,that if Grantee installed any buildings, structures or equipment upon the Easement Area, Grantee shall, within a reasonable time, remove all of its building(s),tower and above ground property and restore the surface of the Easement Area to its original condition prior to any such installment, reasonable wear and tear excepted. Any buildings, structures or equipment installed or constructed upon the Easement Area by Lessees, or those holding by, through and under Lessees, shall be subject to the terms and conditions of the Lease Agreements. Said termination shall be effective upon Grantee providing written notice of termination to Grantor. 9. Hazardous Materials. NY Cutchogue BU 806579 4 IN WITNESS WHEREOF, Grantor and Grantee,having read the foregoing and intending to be legally bound hereby, have executed this Grant of Easement as of the day and year first written above. GRANTOR: V (SEAL) Arthur V.Junge STATE OF } }5S.: COUNTY OF } On the &day of Jk,,,np in the year 201'3, before me, the undersigned, a Notary Public in and for said State, personally appeared Arthur V. Junge, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within Grant of Easement and acknowledged to me ,that he/she executed the same in his/her capacity, and that by his/her signature on the Grant of Easement, the individual, or the person upon behalf of which the individual acted,executed the instrument. By: k�L . �U-KQ*- Print Name: , _ Notary Public �. b ..- My Commission Expires: [affix notary stamp or seal] O!A'MJ/4//��/i AN NY Cutchogue BU 806579 13 IN WITNESS WHEREOF,Grantor and Grantee,,having read the foregoing and intending to be legally bound hereby,have executed this Grant of Easement as of the day and year first written above, GRANTEE: Crown Castle Towers 09 LLC, a Delaw limited liability company By: Tv��'"'",.-- (SEAL) Print Name: 2LftkN1G. Tide. STATE OF �EkI45 ) )SS' COUNTY OF ? � On the day of leer in the year 2013 before me, the undersigned, personally appeared $t�_jj3bMIC [name],personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within Grant of Easement and acknowledged to me that she/he executed the same in . her/his capacity.as r-ke _ [title] of Crown Castle Towers 09 LLC, a Delaware limited liability company, and that, by his/her signature on the Grant of Easement, the individual, or the person upon behalf of whibh the individual acted, executed the Grant of ase ent,. By: Print Name: &Mru,,,67 - Title: PAD W-r Cesolz.Df MAJOR My Commission Expires: 3 a 5•iti [affix notary'stamp or seal] KEISER RONNETTE MCMILLER "= Notary Public,State of Texas My Commission Expires ; Match 25,2014 NY Cutchope BU 806579 14 APPROVED AS NOTED DATE;I2-I R3_B.P# 5 0 l a 3 COMPLY WITH ALL CODES OF FEE C)00 O0 NEW YORK STATE&TOWN CODES ----- BY: AS REQUIRED AND CONDITIONS OF NOTIFY BUILDING DEPARTMENT AT $000LD TOWN.ZBA 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: laZLI� Z�;SW �� NING BOARD FOUNDATION-TWO REQUIRED SOUTHOLpTOM TRUSTEES FOR POURED CONCRETE ILM of ROUGH-FRAMING&PLUMBING SOUTNOLDHPC INSULATION SCHD FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS OCCUPANCY OR Additional Certification USE IS UNLAINLFUL May Be Required. WITHOUT CERTIFICATE OF OCCUPANCY ELECTRICAL, INSPECTION REQUIRED Y , RECEIVE® xT. a 'a 0 a q Mobi le NOVA 202 2 1 3 4 SYLVAN XVAY PARSIPPANY,NJ 07054 - Southold Town Planning Board T-MOBILE SITE NUMBER:LI13544A BUSINESS UNIT #: 806579 CROWN 21855 CONTY T-MOBILE SITE NAME: CUTCHOGUE SITE ADDRESS: CUTCHO UERNY1195 D CC CASTLE SITE TYPE: MONOPOLE COUNTY: SUFFOLK TOWER HEIGHT: 1081-611 -JURISDICTION: SUFFOLK COUNTY x, TOTALLY COMMITTED. TKK ENGINEERING DPC 266 T-MOBILE ANCHOR SITE CONFIGURATION: 67E5D998E 6160 NY��5 AT HAUEE DRIVE TICN E3DO ET94 6095 MARSHALEE DRNE,SUITE 300 ELKRIDGE,MD 21075 (410)712-7092 SITE INFORMATION DRAWING INDEX LOCATION MAP CROWN CASTLE USA INC. NY CUTCHOGUE 958280 SHEET# _SHEET DESCRIPTION SITE NAME: ato rrr a T-MOBILE SITE NUMBER. T-1 TITLE SHEET r I SITE ADDRESS: 21855 COUNTRY ROAD LI13544A CUTCHOGUE,NY 11935 T-2 GENERAL NOTES F orb f a tit a F d COUNTY: SUFFOLK C-1.1 OVERALL SITE PLAN (V ;' MAP/PARCEL#: 1000096000100019001 C-1.2 SITE PLAN&ENLARGED SITE PLAN AREA OF CONSTRUCTION: EXISTING C-2 FINAL ELEVATION&ANTENNA PLAINS / r NY CUTCHOGUE 958280 LATITUDE: 41-1'46.57" LONGITUDE: 72°29'50.29" C-3 ANTENNA&CABLE SCHEDULE r # LAT/LONG TYPE: NAD83 C-4 PLUBING DIAGRAM irk F 21855 COUNTRYROAD GROUND ELEVATION: 52.5 FT C-5 CABINET SPECS i UTCHOGUE,NY 11935 CURRENT ZONING: INDUSTRIAL C JURISDICTION: SUFFOLK COUNTY C-6 EQUIPMENT SPECS EXISTING 108'-611 MONOPOLE OCCUPANCY CLASSIFICATION: U E-1 AC PANEL SCHEDULES&ONE LINE DIAGRAMf t TYPE OF CONSTRUCTION: IIB G-1 ANTENNA GROUNDING DIAGRAM A.D.A.COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR G-2 GROUNDING DETAILS HUMAN HABITATION PROPERTY OWNER: ARTHUR JUNGE,VALERIE LASSER G-3 GROUNDING DETAILS r ISSUE FOR: TBD DATE DRWN ISSUED DES./Q x TED zozs OV 09/28/ BC FOR CONSTRUCTION AI TOWER OWNER CROWN CASTLE r 2000 CORPORATE DRIVE :: c set CANONSBURG,PA 15317 }ta x4 Farm ,d CARRIER/APPLICANT: T-MOBILE ALL DRAWINGS CONTAINED HEREIN ARE FORMATTED FOR NO SCALE � 4 SYLVAN WAY X34.CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTIN PARSIPPANY,NJ 07054 DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OFANY APPLICABLE CODES/REFERENCE 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 MIRK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE OF NEIy WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY PROPERTY OWNER OR REP. THE LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE PLAINS IS TO BE PROJECT TEAM THE PURPOSE OF THIS PROJECT IS TO ENHANCE CONSTRUED TO PERMIT WORK NOT CONFORMING TO'I'HESE CODES: BROADBAND CONNECTIVITY AND CAPACITY TO THE, CODE TYPE CODE LAND USE PLANNER ABcEFIRbL CROWN CASTLE USA INC. EXISTING ELIGIBLE WIRELESS FACILITY. BUILDING 2020IBC MECHANICAL 2020IMC T-MOBILE ``b °s44Ta 2000 CORPORATE DRIVE TOWER SCOPE OF WORK: ELECTRICAL 2020 NEC �fESS101��"� CANONSBURG,PA 15317 •REMOVE(6)ANTENNAS CROWNAE.APPROVAL@CROWNCASTLE.COM •REMOVE(3)TMAs OPERATIONS 69128=23 •REMOVE(2)HYBRID CABLES CROWN CASTLE 1200 MACARTHUR BLVD,SUITE 200 •INSTALL(6)ANTENNAS REFERENCE DOCUMENTS: RP USA INC.DISTRICT MAHWAH, 07430 •INSTALL(3)RRHs � 1 5 STRUCTURAL ANALYSIS: BY OTHERS CONTACTS: •INSTALL(3) - /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 BACKHAUL STATE OF NEW YORK •REMOVE(6)EMSTL14G RRHs RFDS REVISION: 5 PROFESSIONAL ENGINEER •REMOVE(1)EXISTING DUW30 DATED: 07/31/23 LICENSE#094478 TBD-CONSTRUCTION MANAGER •INSTALL(1)B160 BATTERY CABINET CONSTRUCTION MANAGER TBD .INSTALL(1)6160 EQUIPMENT CABINET ORDER ID: 656006 •INSTALL(1)RBS6601 REVISION: 0 •INSTALL(1)RP6651 ___.IT�sriviourioNOF[n�vroanhviso __.- UNLESS THEY ARE ACTING UNDERTHE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER, TO ALTERTHZ DOCUBIEN r. THE PARTIES ABOVE HEREBY APPROVE AND ACCEPT THESE DOCUMENTS IN SHEET NUMBER REVISION: NOTE: CALL,NEW YORK ONE CALL AND AUTHORIZE THE CONTRACTOR TO PROCEED WITH THE PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST (80 CONSTRUCTION DESCRIBED HEREIN.ALL CONSTRUCTION DOCUMENTS 0 WORKING p CONTACT'THE CROWN NOC AT(800)788-7011&CROWN � CALL 3 W W 62 ORKING DAYS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT AND CONSTRUCTION MANAGER BEFORE YOU DIG! ANY CHANGES AND MODIFICATIONS THEY MAY IMPOSE. T- 1 CROWN CASTLE USA INC SITE ACTIVITY REQUIREMENTS' GENERAL NOTES: ELECTRICAL INSTALLATION NOTES: 1. NOTICE TO PROCEED- NO WORK SHALL COMMENCE PRIOR TO CROWN CASTLE USA INC. WRITTEN NOTICE 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: • TO PROCEED NTP AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING ENTERING THE CONTRACTOR: GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE f'� ( ) / CARRIER: T-MOBILE FEDERAL, STATE, AND LOCAL CODES/ORDINANCES. * � ��{"'�r ■ 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 „ii/YYY...iiR TTN// V 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 CUMB 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\nAY THE INTEGRITY OF THE SAFETY CUMB 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,Tl4 QAA-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 COF,(STR1J4'1'},QN •FANS, 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 PROM 'BALL MEAS,,.R _NECESSARY FOR 5. EACH END OF EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR, AND TELCO CONDUCTOR OR CABLE SHALL BEOR%All AND REPORTED TO YOUR CROWN CASTLE USA INC. POC OR CALL THE NOC TO GENERATE A SAFETY CUMB PROTECTION Of LIFE AND PROPERTY DURING CONSTRUCTION. SUCH MEASURES,SHALL JNCLUQW'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 OR.HISf2J°PRESENTA .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 ffl,4 fFINISHEO,STRUCTURE?ONLY. 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE 4. NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECWpENCE'-OVER GENERAL,NCTES AND TYPICAL CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS CASTLE THIS INCLUDES, BUT IS NOT LIMITED TO, BUILDING, ELECTRICAL, MECHANICAL, FIRE, FLOOD ZONE, (i.e. PANEL BOARD AND DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFCRM"f6 SIMILAR WORKryQIJ THE PROJECT, CIRCUIT ID'S ENVIRONMENTAL,AND ZONING.AFTER ONSITE ACTIVITIES AND CONSTRUCTION ARE COMPLETED, ALL ). REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING TO LOCAL JURISDICTIONAL AND/OR AS PROVIDED FOR IN THE CONTRACT DOCUMENTS. WHERE,°j 1,CR PANCJ}r5 OCCUR 8ET. %PLANS, DETAILS, 7, PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. REQUIREMENTS. GENERAL NOTES, AND SPECIFICATIONS, THE GREATER, MORE STRICTIREQUIREMENTS.BRAE[GpVERi•T IF FURTHER g. 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 TO, ERECTION PLANS, RIGGING CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF RECOROZ`2' " „1 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..01tdWNSIDNS ANB MEASUREMENT$ON ti't-IEp DRAWINGS TO WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED.) CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF THE WORK CONTAINED HEREIN, AND SHALL MEET ASSIST IN THE FABRICATION AND/OR PLACEMENT OF CONS,T{�UCTf,ON:.ELEMENTS BUT,Tf iS THE;,S6 A&ONSIBILTTY 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (#6 OR LARGER) WITH ANSI/ABBE A10.48 (LATEST EDITION); FEDERAL, STATE, AND LOCAL REGULATIONS; AND ANY APPLICABLE OF THE CONTRACTOR TO FIELD VERIFY THE DIMENSIONS,..M,EAS`U1IE�MENT$ ANJIfOR;;:CLEARANCES SHOYJN,1 THE TYPE THHW, THWN, THWN-2, XHHW, XHHW-2,THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. "` tlx INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL CONSTRUCTION DRAWINGS PRIOR TO FABRICATION OR cljft' ,�QF ANY;NEW OR-EX4$71NG CON5n2UCTID1d eEL;EMENTS. 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. IF IT IS DETERMINED THAT THERE ARE DISCREPANCIES.ANE'eJt7fi CONFk1C35 WITk THE,CONSTRUCTON DRAWINGS THE OTHERWISE SPECIFIED. STANDARD CED-STD-10253, INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR ENG6. PRIOR OF RECORD 13 TO OF NOTIFIED ODI OON•AS POSSIBLE 12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE (#14 OR LARGER),WITH THE NG C0NT)ZAGTOR'SHALC;VISTT THE.:CF1.k SL7E IQ F,RMICW2IE.,,YITH THE p p� P �qu C CLASS N CONSTRUCTION, TO CERTIFY THE SUPPORTING STRUCTURE(S) IN ACCORDANCE WITH ANSI/TIA-322 TYPE THHW. THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. TOTALLY �rOO"01",ITT6Q (LATEST EDITION). EXISTING CONDITIONS AND TO CONFIRM THAT THE rvORt�CAN BE ACCOMPLi5HEd Q5 SHOWN.ON THE CONSTRUCTION 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND DRAWINGS. ANY DISCREPANCY FOUND SHALL 81?BROUGHT... THE ATTENTION OF CROWN GA5fLE TICK ENGINEERING DPC 5. ALL SITE WORK TO COMPLY WITH OAS-STD-10068 "INSTALLATION STANDARDS FOR CONSTRUCTION 7. ALL MATERIALS FURNISHED AND INSTALLED SHATtI BE IN.STR1C{ACCORQANCE.VYITH_CALL AP.Rf_IGABLE CODES 7 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 REGULATIONS AND ORDINANCES. CONTRACTOR SNACC ISSUE'FlL1 0PRCPRWTS'NOTIGE5 AND'COMPLY WITH AI,4 ilJiWS, 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL. ANSI/IEEE xr cexrmurwx ocnurxowunox xo.oaarss STANDARD FOR INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ORDINANCES, RULES, REGULATIONS AND Y,AWEUk.':ORDERS OFt qNY}�t1BUC AUTHORV-REGARDING THE pEREORMANCE AND NEC. 6D95 MARSHALEE DRIVE,SUITE 300 ANTENNAS.' OF THE WORK.ALL WORK CARRIED CUT SHAk.L COMPLY WITH ALL gPPl'CABkE MUNICJPAL A1.ND�;'(17TLITY COMPANY 15. ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT(INC), OR RIGID METAL CONDUIT (RMC) SHALL BE USED FOR ELKRIDGE,MD 21075 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,THE CONTRACTOR SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES ORDINANCES:Ail Ct1A(?PLICABLEJ;i2EGULATfON$; 1 �_, EXPOSED INDOOR LOCATIONS. (410)712gO92 SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY CROWN CASTLE USA INC. PRIOR TO 8. UNLESS NOTED OTHERWISE, THE WOgi(C� RALL:iNCEUDE F,U1.RNISHfNG.MAfERIAtb ,EQUIPMENT.APPURTENAh10ES AND.-., 16. ELECTRICAL METALLIC TUBING (EMT) OR METAL-CLAD CABLE (MC)SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. PROCEEDING WITH ANY SUCH CHANGE OF INSTALLATION. LABOR NECESSARY TO COMPLETE BALL3NSTALLATfONS AS 1ND(CATED ONTH):BRAWJNGS �'r +�*' 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90s AND ALL APPROVED ABOVE 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE 9. THE CONTRACTOR SHALL INSTALL�}4AIL:?£QUiPMEN'I"?NR MATERIALS 111 AC.CORpANGE.WIT{1 MAP}UF,ACTISRERFS 41' GRADE PVC CONDUIT. CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND RECOMMENDATIONS UNLESS SPECIFf�,&EY,VATE15:.QTNERW& - 18. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS,WHERE VIBRATION COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC 10. IF THE SPECIFIED EQUIPMENT CAN.NYST 8W iN$TI)tJ,Wp A1S,SHOWN ON.THk'SE RRAWINQS THE CONTRACTOR SHALL OCCURS OR FLEXIBILITY IS NEEDED. AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH PROPOSE AN ALTERNATIVE INSTALLATTQN POR:APPROVAC BY THE CARRIER AND CROWN CAS'TL�y`VRIOR TO PROCEEDING 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED. SET ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, WITH ANY SUCH CHANGE OF INSTALLATION. 'y „� SCREW FITTINGS ARE NOT ACCEPTABLE. T-MOBILE' TT L SITE NUMBER ORDINANCES AND APPLICABLE REGULATIONS. 11. CONTRACTOR IS TO PERFORM A SITE INVESTIGATION Tt}fB I$7A DETERMINE THE BEST#20LIti1.Ny:µC�`OF ALL CONDUITS FOR 20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND ,1 POWER, AND TELCO AND FOR GROUNDING CABLE;5 J15 sNQWN IN THE POWER 7ELCC ADD Fsl;QUNDING PLAN THE NEC. LI13544A 12. THE CONTRACTOR SHALL PROTECT EXISTING IMP 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. DRAWINGS. 21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS ,RV,l Ety1ENTS-PAVEMENTS:CURBS fANpSCA.}tSG AND STRUCTURES. ANY (WIREMOLD SPECMATE WIREWAY). 9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR S UVENSW Tfl THE SAT}SFACTKIN•QF L^ROWN CASTLE USA INC. 22. SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PANDUIT TYPE E OR EQUAL). 10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISP05F OF.ALL,SCRAP 1MATWRIAkS Sl3GH�4$z' OAXIAL 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 FACE[£'! ANTENNAS REMOVawB SHACC:6E R ( ED TO THE OWNERS DEVICES (i.e. POWDER-ACTUATED) FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE EXCAVATING E WORK, SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE DESIGNATED LOCATION, %ta'i LINES-OF THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES NY CUTCHOGUE 958280 CONTRACTOR WHEN r= OR DRILLING PIERS AROUNDN T OR EAR UTILITIES. CONTRACTOR SHALL 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEANI,:CONO1TiON.'TRASIi ANp l)EDRIS SHOULD BE REMOVED FROM SITE ON L{p{�AI}TECTIO.fi1'70 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. q�NK'ATggjJk 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) StMA48E FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO p CONSTRUCTION SAFETY PROCEDURES. 2105[ COUNTRY ROAD "`""` w"��°+2 7`F 4h a a'n,„ j* ''pR£VENT CONCRETE, PLASTER OR DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED O 5 COUNTRY 11. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND PROJECT .r::.w :iq; " G i a y t i !MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. SPECIFICATIONS, !ATEST APPROVED REVISION. IS{{yy 4 t 7,7 r i- �', 1 ' CflNG1 "TE, FOUNDATI4NSr Al � fC)RGING ST, L T ..skn 24 €j)UIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET CUTCHOGUE NY 11935 12. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS,AND TRASH AT r �`- a�• as µ '•' s .3 + ^` r '^ m ,ry �` "-STEEL. SHALL MEET OR EXCEED UL 50 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND NEMA 3R (OR ry. w THE COMPLETION OF THE WORK, IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER ,+::'- ; M. .: t f;.. VY�r_� ✓s. ,+t ? .`.BETTER) FOR EXTERIOR LOCATIONS. REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. T ;.Attf;3'CONCRETE WORK":,$111{Lky,>SE,',rIN ACCORDAPTs;�{y} a)'};E AGiO7„Q;Ei-318, ACI 336 P,STMasIB�, ASIMi TBg AA1� "?6. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED OR NON-CORRODING; SHALL MEET OR 13. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE i,'{} DESIGN AND CQ.T�ST."'4.`;UOcIQ.N'SPECIFICATION:� SRAST'.-1f} PLAE^F,`%CONCRETE. ky, �,:.1 ,i a - EXCEED UL 514A AND NEMA OS 1 AND BE RATED NEMA 1 OR BETTER FOR INTERIOR LOCATIONS AND WEATHER PROTECTED EXISTING 1081-6I MONOPOLE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED r'TkJNt ESS NOTED OTFJgW{SE $OIL BEARING PRESS(JT W.�{}$E�D FOR ETWSSIG OF SLABS AND'WOUt T)ATIONS 1 `.1 ,t1fAF„D �; y;..(Wp OR BETTER) FOR EXTERIOR LOCATIONS. ( ) AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVALS+TO.��BE 1000 psf a ;°a•5; ,f,y: r k„t ,y n3v S1'rr ,, .�, 26'^NONMETAWC RECEPTACLE, SWITCH ANO DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 (NEWEST REVISION) AND BE RATED OF CONTRACTOR, TOWER OWNER, CROWN CASTLE USA INC.,AND/OR LOCAL UTILITIES. - ,tit AL�-' CONCRETE SHH(p�LLL HfVE,yA.MINIMUM COMPRESSF{+E,ST7,2EN+}Tki>{£c�kOF 3000 psi AT 2G_,1TgY$uUNLESS�a�t.}OTEt'k.'� u '' EMA 1 OR BETTER FOR INTERIOR LOCATIONS AND WEATHER PROTECTED WP OR BETTER FOR EXTERIOR LOCATIONS. 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR .Q'fHERWISE. NO MQ{2F�,;'(kfAi'F,,.,90 MINUTES SHALt,",:,�E .,E^FROIWJA C,T{x`DME TO TIME OF'f'CACI•MWNT UNL">n;SS,,w.3 ( ) ( ) SITE SIGNAGE REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF t�, },WPROVED BY THE;ENG1N£Ej2gOF RECORD,TI:'MP,ERAR T�1C{E OE: Q CRETE'.SHALL NQT^, OEEA:$bf AT$`J7 :%QF ' '2� .'filiE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR CROWN CASTLE USA INC. EQUIPMENT, ROOMS, AND SHELTERS. 1ALACEMENT. �r ' 'i!..w. n �' C R i•. -y `� E TML D£FORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. v4 k,'',i s x: 4!" "` sl�.xl` T '^ a "' CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT E:.: d ,{,CONCRETE EJ(POSEDt ('7,,FRrcp*£r-'11�g1"/OYCL$S,SHfti,t:CONTAIN1R1F,T's' P,AiNfN`Gtglyf;Tlk7U}2ESfiAMOUI�'T('iF*=,A,TCd,,.: C E H THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. ISSUED FOR AND TOWER AREAS. ET142�A1NME:N7"T€?HE i9A8ED pA}IwIZF�_.OF A7'Z•iREGA'T AND'.F3 CLA55':E1fPOSURE�,Y)jY„..,56VWRE). CEMENT"USED TO BE �y29:q"INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW "T-MOBILE". Dom, 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED a'' �`" TYPE`( O,RTTA-O CEMF.,i1,'i'W{jHAMAY.'f61UM t!�!tITE`R TO DEMENT RA7Lb r,eW/)CbF,Q�45: '"" REV DATE DAWR3 I DESCBIP'IIO?� /Q SURFACE APPLICATION. ; 5 I }Akft''$TEEL Rk'IFItEORCINGSEJAU2 OON(YR{A,:TO°`ASTM g615.ALL.WELDED`WIRE"FABRIC(WINE) SHALL CONFORM TO ASTM 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. 0 09/28/2023 BC FOR CONSTRUCTION AT 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER ' ,,.M' 'X S A4Lw;�,SPF:1`CES SHALL BE CLASS° B TENSION SPLICES; UNLESS NOTED OTHERWISE.ALL HOOK %SHAL1;`":BE a E} CONDUCTOR COLOR COD- EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT TANDARD 90 DEGREE HOOKS UNLESS NOTED OTHERWISE. YIELD STREN67F} (F,y)OF STANDARD D IRMWW7:BARS ARE EROSION AS SPECIFIED ON THE CONSTRUCTION DRAWINGS AND/OR PROJECT SPECIFICATIONS_ AS FOLLOWS: ""f-',: -�t �:, J- SYSTEM CONDUCTOR COLOR 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL #4 BARS AND SMALLER - 'a_ "� s a - +(O R5r'l'*� '� r i i MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES #5 BARS AND LARGER ,^4 a�" t $xiG,.,cst A PHASE BLACK FOR EROSION AND SEDIMENT CONTROL 6 ONEDRAWINGS:G MINIMU} ONC�RCTE.COVER SHAtx.$'yPROVICYFyR,(YCC:REi13F`ORG).t+}G_;�L, UNL`E5'Sr7fWN OTHERWISE 120/240V, 10 B PHASE RED APWA UNIFORM COLOR CODE: 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND ,i7 '�� r t :F' NEUTRAL WHITE STRUCTURES.ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION CONCRETE CAST AGAINST ANp TSERMANENTLY TWSGQ7?SEU fT0 ETi(,T}L�. y 3 .T ;�r '' OF OWNER. CONCRETE EXPOSED TO`T ffffgOR WEATHER hx .� sa s �'y r< s "� 4. GROUND GREEN WHITE PROPOSED EXCAVATION 6 BARS AND A PHASE BLACK 20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL # 1,ARE;2, #5 BARS AND SM CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILTY. ANTENNAS REMOVED SHALL BE ALkE{,y B PHASE RED ri r. «'` w t j T� "� "' SN- J�, ''"'. TEMPORARY SURVEY MARKINGS CONCRETE NOT EXPOSWR T`0 EARTH.OR WEA 120/208V, 30 C PHASE BLUE RETURNED TO THE OWNER'S DESIGNATED LOCATION. d 21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED SLAB AND WACO, Ft . . . . ter ,� -^ (4.. NEUTRAL WHITE ELECTRIC POWER LINES,CABLES, FROM SITE ON A DAILY BASIS. BEAMS AND 9,9OLUJMNS't' :.. I£ '>' s =1/2" K ,- _ ®CONDUIT,AND LIGHTING CABLES 22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW 7. A TOOLED EDGE OR fC ,I'4f CHAMFER S(A;LL BE. ROV1D0AT'Atl €XPOSED EDGES OF CON4'13ETE}:UNLESS NOTED GROUND GREEN GAS OIL, STEAM, PETROLEUM, OR OF Nf OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. OTHERWISE, IN AC;OEANGE�WITH ACl-301. ['fD�l 4 2,, .�y . . e A PHASE BROWN YEU'OW`1 GASEOUS MATERIALS S� 4W a143u •,�1ak "'>' 8 PHASE ORANGE OR PURPLE / COMMUNICATION, ALARM OR SIGNAL LINES, yP Pub 277/48OV, 30 C PHASE YELLOW CABLES, OR CONDUIT AND TRAFFIC LOOPS >} GREENFIELD GROUNDING NOTES: q.} "' NEUTRAL GREY POTABLE WATER x r GROUND GREEN SLURRY LINESRECLAIMED.WATER, IRRIGATION, AND 1, ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GES'S) SHALL BE BONDED TOGETHER AT OR E{FLOW GRADE "fWQi OR MORE COPPER BONDING CONDUCTORS IN POS (+) RED'• 004478 ACCORDANCE WITH THE NEC. �4 OC VOLTAGE (-) FES ' 2. THE CONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR GROUND ELECTlfOG�1E SYSTEMS--THE CONTRACTOR ST1A�" NEG BLACK•• S10�A ,URNISH AND INSTALL SUPPLEMENTAL GROUND • SEE NEC 210.5(C)(1) AND (2) SEWERS AND DRAIN LINES ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. ' 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT AFN`G, :bs$OF CO[�RiNU1TY IN:.THE GROU�IDSFIG.'SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE "• POLARITY MARKED AT TERMINATION 091282023 TESTING RESULTS. 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING{A8ROSS TINE'D15CQNTINURY WITH #8 COP R WIRE UL APPROVED GROUNDING TYPE CONDUIT ABBREVIATIONS: CLAMPS. 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH TfREEN:INSULATJON-'SIZED IN.ACCDROA�lG`&WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. - ANT ANTENNA 6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EOUIPMET4Ti GROUND WIRW5 '#6 STRANOEB COPT)ER CjR LARGER FOR INDOOR BTS; #2 BARE SOLID TINNED (E) EXISTING �a ®®® ggg�� COPPER FOR OUTDOOR BTS. d } ya i: FIF FACILITY INTERFACE FRAME R A I V E® 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 OF�HE GROUND TdUS ARE PERMITTER k"^t �;i: GENT GENERATOR ®®®® '�s STATE OF NEW YORK 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 SOLID TINNED COP,'ER UNkESS OTHERWISE)NDICATER GPS GLOBAL POSITIONING SYSTEM 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. - py'^ r� r GSM GLOBAL SYSTEM FOR MOBILE PROFESSIONAL ENGINEER 10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY SUP T LTE LONG TERM EVOLUTION N 0 V 21 2023 LICENSE#094478 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. " y t3 P>i1 r a`I ,�, l�,-s„�': 1 Q"�� MGB MASTER GROUND BAR 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. L r C K_ f:.- -` MW MICROWAVE 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. `"c'" 2*:-n h�, " - N NEW 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. NEC 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 Southold Town 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. PP POWER PLANT ITISAVIOIATIONOFLAWFORIuiV'YPERSOV, 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 Planning Board UNLESS THEY ARE ACTING UNDER THE DIRECTION 18. BOND ALL METALLIC OBJECTS WITHIN 6 It OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND CONDUCTOR. RECT RECTIFIER OPA LICENSED PROI'P_SSIONALENGINEER, 19. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC 013JECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METAWC CONDUITS, R13S RADIO BASE STATION TO ALTER THIS DOCLM[L"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 RE-r 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 BE #2 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: POINT. THE EXPOSED END OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). RRU REMOTE RADIO UNIT D 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 SIA SLA TOWER MOUNTED AMPLIFIER T-2 U 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). UNITSTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM W.P. WORK POINT SIT PAN DIC IM R: PROPERTY LINES AND STRUCTURES HAVE • BEEN DIGHI FROM PREVIOUS PLAN / ^ �i ■ ■ ■ SETS OR FROMOM ASSESSORS MAPS. ■ O,J` 1/ ` \ /, ■. ■ CROWN CASTLE USA INC. HAS NOT COMPLETED A SITE SURVEY AND THEREFORE MAKES NO CLAIMS AS TO EXISTING BUILDING THE ACCURACY OF INFORMATION \ 4 SYLVAN WAY DEPICTED ON THIS SHEET , \ PARSIPPANY,NJ 07054 CROWN ' CASTLE k\ \ EXISTING BUILDING x / \\ TOTALLY, ENGINEERINGCOMMITTED. PC TKK DPC F PSC IM23266 FloeJy 6095 MARSHALEE DRIVE,SUITE 3W ELKRIOGE,MD 21075 Nf (410)712-7092 (E) 106'-5" MONOPOLE \ // ,•I—ti,'`` (E) COMPOUND / T-MOBILE SITE NUMBER / (E) T—MOBILE PAD \ / LI13544A \` // BU#:806579 -qC�FSS NY CUTCHOGUE 958280 / \ , 21855 COUNTRY ROAD CUTCHOGUE,NY 11935 / APN: 1000096000100019001 EXISTING 108'-6"MONOPOLE / ZONING: INDUSTRIAL / EXISTING BUILDING ISSUED FOR: REV DATE DTRWN DFSCRIMON DPS./QA a / \ � 0 09/26/2023 j DC POR CONSTRUC770N j Al \\` / CO i ) CO O M / 00 zz /< / �6 09447" oenenoz3 / \ / / PETERATE OF W YORKL E P.E. / \ PROFESSIONAL�ENG78 ENGINEER LICENSE �4 RECEIVED VIOLA170N OF LAW FOR ANY PERSON,----- / / UNLESS 1TIEY ARE / / D A.G LNDEA11IED.ON FSOGEER,NOV 2 OFALICENSEPROFSNIN TO AL7ER1711S D0CUND:SI: Southold Town F(f— NUMBERREVISION: OVERALL SITE PLANSCALE: 20 =z0'-o (FuuslzE) Planning Board O' 10 0 20' 1'=40'-D"(11x17) nri III sMobile 0 x 4 4 SYLVAN WAY PARSIPPANY,NJ 07054 (E) T-MOBILE 6'-9"x16'-10" EQUIPMENT PAD CROWN t,0 CASTLE a as a + (E) FENCE r -i' 'h �X �1C1C-)(-I(a-)( X-X-X-X -X.-X-XX T + . ... TOTALLY COMMITTEE). (E) 108'-6" MONOPOLE x iO TKK ENGINEERING OPC (Ej _(E) GENERATOR Q Q Q _ _ _ L P PSC 9123266 CONCRETE a Q xv cexrme4rrox ov aunroxwlnox xo.om6res PAD (E) ICE BRIDGE I 6095 MARSHALEE DRIVE,SUITE 300 w ELKRIDGE,MD 21075 X �.< x Q I (410)712-7092 E T-MOBILE Ia1\\ ,., ]` s i /, a () x w �' "�'� - (N)T-MOBILE CABINET 1 6'-9"x16'-10" •.<' �. I ERICSSON - GIGO - EQUIPMENT PAD n 1 .�. y _�- ; , Y� k T-MOBILE SITE NUMBER + _- _ (E) T-MOBILE FEEDUNES TO BE REMOVED HYBRID (2) CABLES LI13544A � 1, = + -1" '' NEW T-MOBILE FEEDUNE X y -, a fi b. (3) HYBRID CABLES (1-5/8') BU#:806579 p nr tr. t• (E) T-MOBILE FEEDLINES TO REMAIN (6) COAX CABLES (1-5/8") NY CUTCHOGUE 958280 X-X-X-X (E) SHELTER x 'f° ` III- _ t (E) T-MOBILE ICE X I (N)T-MOBILE BATTERY CABINET rnI y )'- r BRIDGE t18'-0" 21855 COUNTRY ROAD < ERICSSON - 8160 Q a ., (E) SHELTER X ,h-, 1+ CUTCHOGUE,NY 11935 EXISTING 108'-6"MONOPOLE ° .a va •ice` ® X a 2 !J t l :4�` Y ,6k. + T _ I+ -i- A. +,a x I '•3,-7"t '' - YI Y4";�' r L : i- 1 -i'1 _� ..z_ + i E)•CONCRETE PAD �E-CONCRETE PAD (E) UTILITY FRAME x Q Q 1 1 5t Fx it,��„ + + ` 4. ,a O \\ (IYP) s : 1 +1� + l ISSUED FOR: J , e. RIPTION DES./Q REV DATE DRIVN DESC ONCR E PAD °° I J .. . ir' 0 09/28/2023 EC FOR CONSTRUCTION AI x a\\\ (E) CONCRETE PAD' I Q Q aX—� x j XXX —� 1/ % I X� Q a I i UPGRADE CABINET BREAKER - Q �TO 150AMP, 2-POLE BREAKER ' I OF N 9� t d � 1 °P 094418 ✓t.. �fESS101M�' RECEIVED EC IV 09/28/2023 ' NOV 21 2023 PETER ANGELO LUDAS,P.E. Southold Town STATE OF NEW YORK Planning Board PROFESSIONAL ENGINEER g LICENSE#094478 ----I -IS-A --_-_------- - --- --- IT IS A V IOLATION OP LAW FOR ANl'PERSON, UNLESS THEY ARE ACTING UNDERTHE DEWCFION OFA LICENSED PROFESSIONAL ENGINEER, TX)ALTER THIS DOCLIDIENT. SITE PLAN /f ENLARGED SITE PLAN SCALE: 4.. '2,. �. ,,:..4' 3/32"--1'-0'(1Uz17)IZE) /� SCALE: �. ..,fi...,..� ..,1' 3/8"=1'-0'((FULL SIZE) /i SHEET NUMBER REVISION: C-1 .2 o T-MOBILE EQUIPMENT ANTENNA CL, 90 TOP Of HIGHEST APPUERTENANCE / (E)T-MOBILE ANTENNA TO BE REMOVED MOUNT CL• 88 J. Al 'ALPHA) (3 TOTAL, - AIR21 SECTOR) 023-1_B2A�4P m Mo ile ELEV. = 126'-5° 20'AZIMUTH (3 TOTAL, 1 PER SECTOR) ■ Q ■ *Mobiles (0.J� s ■ ■ ANY AND ALL TOWER A2 (E)T-MOBILE ANTENNA TO BE REMOVED MOUNTED EQUIPMENT MUST ERICSSON - AIR21 KRC118023-1-B2P-B4A 4 SYLVAN WAY TRAP OR INTERFERE W/ (3 TOTAL. 1 PER SECTOR) EXISTING SAFETY CLIMB PARSIPPANY,NJ 07054 A C4 3 A4 TOP OF MONOPOLE (E) T-MOBILE ANTENNA TO REMAIN '.f " ' CROWN ELEV. = 108'-6. RFS - APXVAARR24-43-U-NA20 i (3 TOTAL, 1 PER SECTOR) CASTLE EXISTING MCL ELEV. = 107-0° F EXISTING MCL C3 i f ELEV. = 1 %2 ' u H (GAMMA) ii➢➢ NEW T-MOBILE EQUIPMENT ��260' AZIMUTH TOTALLY COMMITTEM (3) ERICSSON -AIR 6419 B41 ANTENNAS TOP OF T-MOBILE ANTENNA `\ PSC 9123266 (3)COMMSCOPE - W-65B-R1 ANTENNAS TICK ENGINEERING DPC (3) ERICSSON - 4460 B2/B25 866 RRHs ELEV. = 94'-0" E 108'-6" MONOPOLE xranvu:gnox oswumeSwiroS wo.notem () 6095 MARSHALEE DRIVE.SUITE 300 INSTALLED ON EXISTING MOUNTS CW ;{ C2 oI EXISTING T-MOBILE ACL "�. B2 EL(41D0) 2 D0 76 ELEV. = 90'-0" RECEIVED (E) T-MOBILE EQUIPMENT BOTTOM OF T-MOBILE ANTENNA (3) RFS - APXVAARR24-43-U-NA20 ANTENNAS (3) ERICSSON - 4449 B71 BBSA RRHs ELEV. = 86'-0" All (BETA) INSTALLED ON EXISTING MOUNTS ,40' AZIMUTH NOV 21 2023 (E) PLATFORM MOUNT TO REMAIN B3 \ T-MOBILE SITE NUMBER Southold Town LI13544A EXISTING MCL ELEV. = 78'-0" Planning Board BU#:806579 B4 L(E)T-MOBILE TMA TO BE REMOVED NY CUTCHOGUE 958280 TWIN STYLE 18 AWS (3 TOTAL, 1 PER SECTOR) EXISTING MCL 21855 COUNTRY ROAD CUTCHOGUE,NY 11935 EXISTING ANTENNA LAYOUT �J 2 SCALE: NOT TO SCALE EXISTING 108'-6"MONOPOLE I Al (N)T-MOBILE ANTENNA ISSUED FOR i COMMSCOPE-W-65B-R1 (3 TOTAL, 1 PER SECTOR) REV; DATE I DRWN I DPSCRIMON DCS./Qn A2 ALPHA 0 '09/28/2023; RC ,POR CONSTRUCTION j AI I 20' AZIMUTH (N)T-MOBILE RRH �— ERICSSON -4460 B2/B25 866 ( , A3 (3 TOTAL, 1 PER SECTOR) C4 _T A4 I I (E) T-MOBILE ANTENNA O RFS - APXVAARR24-43-U-NA20 (3 TOTAL, 1 PER SECTOR) / I S (E) 108'-6"MONOPOLE f4 ".L qF.O ((y,/. C3 _i- BI NEW T-MOBILE FEEDUNE � 0944T0 (3) HYBRID CABLE (1-5/8-) -�260' AZIMUTH TfESS10��' I \(E) T-MOBILE FEEDLINES (E) 108'-6" MONOPOLE 09128R023 (6) COAX CABLES (1-5/8") C2 B2 i (BETA) ERICSSONB1 AJARNT8419 841 NA PETER ANGELO LUDAS,P.E. \ 140' AZIMUTH (3 TOTAL, 1 PER SECTOR) STATE O NEW PORK PROFESSIONAL ENGINEER (E) PLATFORM MOUNT 83 LICENSE#094478 C1 -IT TS A VIOLITION OP L1W POR ANY PERSON, 52.5 FT AMSL UNLFSSTITEYAREACMGUNDERTHEDlliFiC170N OFA LICEAISED PROPFSSIONALENGINEER B4 TOALTER'TIIIS DOCU7.83NT. SHEET NUMBER REVISION: �1 FINAL ELEVATION rz FINAL ANTENNA LAYOUT N I SCALE: NOT TO SCALE `7 SCALE: NOT TO SCALE C-2 0 nm ,or amMobile■ aa 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 ALPHA A2 N25 90 20' ERICSSON AIR 6419 B41 0' 0' — (1) 1-5/8" HYBRID CAST L E ALPHA A3 L21. L19, N19, G19 90 20' COMMSCOPE W-658—Rl 0' 0' (1) NEW ERICSSON — 4460 82/B25 866 RRH ALPHA A4 L6, N6. L7 90 20' RFS APXVAARR24-43—U—NA20 0' 0' (1) EXISTING ERICSSON — 4449 B71 B85A RRH — BETA B7 — — — — — — — — (2) 1-5/8" COAX BETA B2 N25 90 140' ERICSSON AIR 6419 841 0' 0' — (1) 1-5/8" HYBRID TOTALLY COMMITTED BETA B3 L21, 1-19, N19, G19 90 140' COMMSCOPE W-65B—R1 0' 0' (1) NEW ERICSSON — 4460 82/025 B66 RRH — TICK ENGINEERING DPC PSG#123266 BETA 84 L6, N6. L7 90 140' RFS APXVAARR24-43—U—NA20 0' 0' (1) EXISTING ERICSSON — 4449 B71 B85A RRH — wDemn:—No ANrxGN WGN M.DMa 6095 MARSHALEE DRIVE,SUITE 300 ELKRIDGE,MD 21075 (410)712-7092 GAMMA C1 — — — — — — — — (2) 1-5/8" COAX GAMMA C2 N25 90 269 ERICSSON AIR 6419 B41 0' 0' — (1) 1-5/8" HYBRID GAMMA C3 L21, L19, N19, G19 90 269 COMMSCOPE W-658—Rl 0' 0' (1) NEW ERICSSON — 4460 B2/B25 B66 RRH — T—MOBILE SITE ,,II NUMBER GAMMA C4 L6, N6, L7 90 260' RFS APXVAARR24-43—U—NA20 0' 0' (1) EXISTING ERICSSON — 4449 B71 B85A RRH — LI13544A E C I ®9 BU#:806579 NY CUTCHOGUE 958280 ` NOV 21 2023 21855 COUNTRY ROAD Southold Town CUTCHOGUE,NY 11935 ANTENNA AND CABLE SCHEDULE Planning Board I SCALE: NOT TO SCALE EXISTING 108'-6"MONOPOLE ISSUED FOR: REV' DATE DRWN DESCRIPTION DES./Q 0 109/28/2023! BC FOR CONSTRUCTION AI I i I f � i I i MOUNTING BRACKET y P� (SUPPLIED W/ANTENNA) m ti 094418 fEBS 101��' ANTENNA 09/28/2023 MOUNTING PIPE NEW ANTENNA INSTALLER NOTE: PETER ANGELO LUDAS,P.E. STATE OF NEW YORK 1.ALL PIPES, BRACKETS, AND MISCELLANEOUS I PROFESSIONAL ENGINEER HARDWARE TO BE GALVANIZED UNLESS I LICENSE#094478 NOTED OTHERWISE. MOUNTING BRACKET ______ (SUPPLIED W/ ANTENNA) IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTERTMS DOCUMENNT. ��ANTENNA MOUNTING DETAIL SBEETNUMBER: REVISION: L SCALE: NOT TO SCALE C-3 0 , C . mMobile • a 4 SYLVAN WAY PARSIPPANY,NJ 07054 CROWN CASTLE q n 4 m x e a nrr rtt C *.a TOTALLY COMMITTEQ TIDC ENGINEERING DPC PSC 612326E —muiurron ov aurxc�nou xn owerm 6095 MARSHALEE DRIVE,SUITE 300 ELKRIDGE.MD 21075 ns � y kwi (alo)712-7o92 � I MU" h' mg a 7 f. T-MOBILE LI13544A UMBER u ' :rT� , BU#:806579 iN NY CUTCHOGUE 958280 A 21855 COUNTRY ROAD }4 r. CUTCHOGUE,NY 11935 EXISTING 108-6 MONOPOLE t,�^�^��, s,dE._. V��m7a� "�u✓,r� i�`�'4 � , 4d'��,'�l r u, �F p � �j�°wA>w ktff49?�n7�fa 1 ,^yr !d a W1, e d,a Lr wsa ,x ISSUED FOR: REV DATE DRWN I DESCRIPTION DES./Q. 0 09/28/2023; EC FOR CONSTRUCTION AT sg— I - i i I I; „� OF NEIy �" � - j T �fESS10t1Iv - 09=023 PETER ANGELO LUDAS,P.E. STATE OF NEW YORK p� E C E I V PROFESSIONAL ENGINEER 1�¢� LICENSE#094478 r1PLUMBING DIAGRAM NOV 21 2023 SCALE: NOT TO SCALE ITISAVIOLITIONOFLAWFORAWPERSON, — UNLESS THEY ARE ACITNG UNDERTHE DRtEM011 OPA LICENSED PROFESSIONALENGMEER, Southold Town TO ALTERTHIS DOCUAMN''T. Planning Board SHEET NUMBER REVISION: C-4 o EQUIPMENT NOTES: EQUIPMENT NOTES: HEIGHTxWIDTHxDEPTH: 63.0'x 26.0" x 34.0" HEIGHTxWIDTHxDEPTH: 63.0"x 26.0"x 28.0" EMPTY: 320 LBS (1600.Omm x 660.0mm x 711.0mm) WEIGHT (EMPTY): ) WEIGHT (EMPTY): 295 LBS (134 kg) `m, W Mobile , ■ 0 WEIGHT (FULLY LOADED W/ BATTERIES): 1500 LBS O000 00 WEIGHT (FULLY LOADED W/ BATTERIES): 2000 LBS (908 kg) ® 4 SYLVANT \VAY O PARSIPPANY,NJ 07054 2" KNOCKOUTS WITH LBs FOR ALARM l CABLE AND TEMP SENSOR ROUTING. 0 UPPER REAR CENTER WORK BEST FOR 0 ® ppp��+++ v� E.) CROWN THIS INSTALL FOR EASE OF INSTALL AND 1'� REPLACEMENT IN THE EVENT OF FAILURE. CONDUIT MUST BE PROPERLY SECURED 0 CASTLE TO PREVENT DAMAGE TO CABINETS AND — cc KOV2023 OR CABLING OO OO 2 KNOCKOUTS WITH RIGID CONDUIT 0 0 Southold TwYll _ ,,,.� AND LB FOR 3/0 BATTERY CABLE INSTALL, AND AUX POWER CABLE. �4 a Plannin Board OUTSIDE KNOCKOUTS EWORKOBEST FORALL �/ 9Nazi ROUTING BETWEEN MACRO CABINETS BON O 02" KNOCKOUTS FOR AAV AND FIER— Q �Q O0 O TOTALLY COP�WIITTE�. SITE. LB WITH RIGID CONDUIT IS TKK ENGINEERING OPC PREFERRED. PSC#123266 "cv,NruuanoN W AurxoA =N No. 6M 6095 MARSHALEE DRIVE,SUITE 300 2" KNOCKOUTS AT LOWER REAR OF THE ISO VIEW ISO VIEW EUKRIDGE,MD 21075 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: mow j REV• DATE DRXVN I DESCRIPTION DES./Q '":•�:,, ".vt, 0 09/28/20Zi I BC FOR CONSTRUCTION AI PLAN VIEW PLAN VIEW OF NFh )O 2" KNOCKOUT, UNUSED ON THIS 00 00 00 00 00 00 SITE FOR DEDICATED CIRCUIT TO ggl SERVICE OUTLET " ` DEDICATED 1'FOR O y O = "I GNSS/GPS KNOCKOUT ON 2" KNOCKOUT ON LEFT HAND a` -:T'a O RIGHT HAND SIDE OF THE � fESS101��' SIDE OF CABINET USED AC CABINET, RECOMMEND USING POWER, WITH RIGID CONDUIT AND O LL, RATHER THAN LB OR 90 LR. PENETRATION IS DIRECTLY O DUE TO CLOSE PROXIMITY 09128I2023 TO B160 BATTERY CABINET. BELOW ACCU O 4" RIGID OR FLEX CONDUIT 2" KNOCKOUT, UNUSED ON THIS MAY BE USED. SfTE FOR DEDICATED CIRCUIT TO O SERVICE OUTLET O O x. PETER ANGELO LUDAS,P.E. 9µ O O 2.1 Q STATE OF NEW YORK ® D ® PROFESSIONALCE SE#094478 ENGINEER 2" KNOCKOUT ON LEFT BOTTOM O O O O rF€ O O O Po UNUSABLE 2" 0000 O O O®O O SIDE OF CABINET FOR INTER—BASEBAND CABINET KNOCKOUTS DUE TO CONNECTING.A RIGID OR CLOSE PROXIMITY TO FLEXIBLE CONDUIT WITH AN LR LEFT VIEW FRONT VIEW RIGHT VIEW 61so CABINET LEFT VIEW FRONT VIEW RIGHT VIEW WILL BE USED WHEN RUNNING UN THIS CONDUIT TO THE LEGACY IT i5 r1 VIOLATION OF Lr1W FOR ANY PERSON, LESS THEY ARE ACTING UNDERTRE DIRECTION 6131. 6102, ODE OR MUAC OFA LICENSED PROFESSIONAL TO ALTER THIS DOCU.MEIT. CABINET (—,1ERICSSON — 6160 r—,--�ERICSSON — B160 SFIEETNUMBER REVISION: I SCALE: NOT TO SCALE I SCALE: NOT TO SCALE C-5 0 , T RECEIVE NOV 21 2023 T x x Mobile• a 4 SYLVAN WAY Southold Town PARSIPPANY,NJ 07054 r PROPOSED 1/2" DIAMETER, SIMPSON STRONG-TIE 7y-4.9- 7110-I STRONG-BOLT 2 WEDGE ANCHOR WITH 3-3/4" NOMINAL Planning Board EMBEDMENT(ICC ESR-3037). TO BE INSTALLED A MINIMUM OF Nombmzb208toWk (1) IN EACH CORNER OF CABINET. SEE MANUFACTURER'S Imt OperiabW90to305voc EQUIPMENT INSTALLATION MANUAL FOR ANCHOR LOCATIONS. IT Emaded:90[o187%C(do-®tedpomo) 7.99 �19.92 -� CROWN IS ASSUMED THAT CABINET ANCHOR LOCATIONS HAVE BEEN DESIGNED/REINFORCED BY THE MANUFACTURER TO WITHSTAND tltFte Frequency: 45Po6d}Iz SHEAR AND UPLIFT FORCES AS CALCULATED IN THIS DESIGN 9 ry- `- CASTLE Power. 3000WcomM000s(VD W output @ 12MC Inpm) Power Factor: >0.98(50 Po 100%bd) -` <8%(50 to 100%food) EQUIPMENT a LOCK ! BASE FRAME Efficiency: 969%teat TM WASHER Ego ' Output VaNa e: d2Po58vdc n 20.5"--� WASHER / OatpotCarteot: 55A@54Vdc(625Amea@489dc) PLAN TOTALLY COIWMITTEQ (-36AA®48vdca[120fecleput) MECHANICAL SPECIFICATIONS/ I C IONS TKK ENGINEERING UPC %,• lead Regulation: «0.5%(Haut) ..... .._ I 0 AIR641 41 xr CeRrvm�noxsw 0123266 mo •o.omems H t I -.. - -- - -' HEIGHT: 34.49 NB ° tine Regulation: ct01%(rmtlr) LENGTH: 19.92 IN 6095 MARSHALEE DRNE,SUITE 300 S FRONT WIDTH: 7.99 IN ELKRIDGE,MD 21075 n ymnsieatRespame: s3%fw40m90%imds4 WEIGHT: 81.84 LBS (410)712-7092 MOUNTING KIT: SXK 109 2065/1 volts Band:<53dRm[ WEIGHT: 13.0 LBS None: wide god:<260mv RMS(10k to IM*) �•. ' u ' <IWRVptTopk(lakdfrmlOOddEt) o �. PsophometticNoise. 12mvm T-MOBILE SITE NUMBER 6. 4 v lkoustic 4M @ Im(3Ic),30't LI13544A a D'unen�ons mm:41H x 104W 13333 BU#:806579 Inches:1.6Hx4.1W1RID NY CUTCHOGUE 958280 CONCRETE SLAB- WelgM: 1&49(4.04111t) CABINET ANCHOR DETAIL CORDEX HP 3.OkW ��ERICSSON - AIR 6419 B41 ANTENNA 21855 COUNTRY ROAD SCALE: NOT TO SCALE 2 SCALE: NOT TO SCALE `� SCALE: NOT TO SCALE CUTCHOGUE,NY 11935 EXISTING 108'-6"MONOPOLE 0 0 ISSUED FOR: REV I DATE DRWN I DESCRO"110N DFS./QA I- BASED BOX ASSEMBLY 0 09/28/2023; EC FORCONSIRUCITON AI 4.65"�-----{ 1 12.01"-I I I I 15.1" t t.9" POLE DIAMETER: O 15.1"• -) 2.36-4.53" a MECHANICAL SPECIFICATIONS o O O O O O O B • 000// DOOOO COMMSCOPE: W-65B-Rt �` O HEIGHT: 70.35 IN I OF NRy WIDTH: 12.01 IN DEPTH: 4.65 IN 0 12 01• WEIGHT: 41.67 LBS PLAN VIEW X' I rn a n PLAN FRONT ELEVATION SIDE ELEVATION ` 44T0 SIZE AND WEIGHT TABLE HEAT SHRINK TUBE-� fE8S101�` 6.96" WEIGHT RRU HEIGHT WIDTH DEPTH osn3rzoz3 ` �7q-680.3"MAX ANDREWCA600899A SPECIFICATIONS W/0 BRACKET HEIGHT: 9.21 IN RADIO 4460 B25+B66 17.0" 15.1" 11.9" 109.0 LBS. WIDTH: 6.69 IN ui DEPTH: 12.61 IN HYBRID CABLE WEIGHT: 4.20 LBS NOTES: T • � PETER ANGELO LUDAS,P.E. 1. DO NOT PAINT THE RRU. RRU SOLAR SHIELD CAN BE PAINTED PER MANUFACTURER'S STATE OF NEW YORK L METHOD OF PROCEDURE. PROFESSIONAL ENGINEER -� LICENSE W094478 PROPOSED CLAMP KIT m (ANDREW PART# 6DO899A-2) m SIDE FRONT COMMSCOPE - HCS 2.0 PART 1 IT iSA VIOLATION OFLAIV FOR ANY PERSON,Tu WEIGHT (WITHOUT MOUNTING HARDWARE): 23.5 LBS. UNLESS ITIEY ARE ACTING UNDERTHE DIT=' ON SIZE (HxWxD): 14.Oxl6.Ox8.0 IN. OF A LICENSED PROFESSIONAL ENGINEER, TO ALTERTHIS DOCUDIENC /--,'\COMMSCOPE - W-65B-R1 ANTENNA ERICSSON - 4460 B2/B25 B66 RRH T-MOBILE BREAKOUT PENDANT LC-6 HEET NUMBER. REVISION: SCALE: NOT TO SCALE 5 SCALE: NOT TO SCALE 6 SCALE: NOT TO SCALE 0 ar 14 mMobile a x a EXISTING PANEL SCHEDULE RECEIVED MAIN BREAKER RATING (A): 200 SYSTEM VOLTAGE (V): 24p PHASE: 1 WIRE: 3 -_, 4 SYLVAN\VAY BRANCH CB: 30 PARSIPPANY,NJ,07054 C WATTAGE B " LOAD PER )t+__ g WATTAGE C K CIRCUIT DESCRIPTION POLE R PHASE R POLE CIRCUIT DESCRIPTION K NOV 21 2023 T C NC K A B A K NC C T 1 0 0 "e o y,k�^y 0 0 2 0" 2 SO �r � too z I,..N(OFF) .. 3 a O � w.,. 0 0 o 4 Southold Town CROWN 5 0 0 0 P 0 0 BN 6 o 2 KNOWN(off) Planning Board 7 a o � �kl�, o 0 o e UCASTLE 9 o o o i ` o 0 10 ( Fh+y 50 2 SURGE PROTECTOR it D 0 7F s 1~ D 12 13 0 O k+ 180 2. 1 160 0 RECEPTACLE 14 15 0 o 'K+ ;trp 2248 .," 2248 O 16 S p. 17 0 0 1 2248 ",� Y f 2248 o 18 hsc� rho'1. 4 -MSFING CABINET BREAKER 19 o a 'a U48 224a o 20 EXISTING UTILITY COMPANY t � 21 0 0 �/ 2248 • £ t 2248 0 22 TRANSFORMER TOT�►ILLY COi�ItAITTEQ 23 D o 5 ' r0"ilg 180 �, 20 1 t6o o ••RECEPTACLE 24 fl 25 a o 1'Fd o ,'' .# sT o a 26 TKK ENGINEERING DPC 4+� P6C D723266 27 0 o L o s' o a 28 EXISTING WIRE AND CONDUIT NY-IFF. 'm OF nvrx0luuLnoN N0.B016r63 29 0 0 0 :3 �'ItY7 o 0 30 TOTAL LOADS R'''" 2L 4 "^ 'A- 6095 MARSR DGE DRIVE,SUITE 300 PER PHASE tT"i ELKRIDGE,MD 21075 �� A (41D)71zaD9z NOTES e, a676 4676 EXISTING METER ENCLOSURE --., t �'d ca..mZ'Ln�,F'.�rn MiEYOVE 41_20A BR6ixER IS POSITION 16-22 SUBTOTAL 125%TOTAL ••REMOVE 1P-20A BREAKER IN POSITION 2< `T�. � �� O Q CONTWU0115 ". LOI.%TOGA, G(VA) L 5 0 NON-CONT OU6(VA) 9352 suBTOTa. `�`. EXISTING WIRE AND CONDUIT T-MOBILE SITE NUMBER "..NON-CONPNUWS TOT.A� 38.97 9352 �� TOTAL CONNECTED LOAD(KVA) 9.35 LI13544A ,�m� =PAS GVACOT(w 161.03 F — — --I EXISTING 240V, POLE, NEMA 313 DISCONNECT. LOCATION OF MAIN BU#:806579 BONDING JUMPER. NY CUTCHOGUE 958280 200 l�l l V V EXISTING PANEL SCHEDULE L — — J EXISTING WIRE AND CONDUIT 21855 COUNTRY ROAD CUTCHOGUE,NY 11935 SCALE: NOT TO SCALE EXISTING 108'-6"MONOPOLE o 1 N EXISTING 200A, 120/24OV, 1�3W, NEMA 3R, POWER PROTECTION ISSUED FOP- CABINET (PPC) WITH INTEGRATED MANUAL TRANSFER SWITCH, FINAL PANEL SCHEDULE I LOAD CENTER, AND FACTORY WIRED GENERATOR INTERFACE FOR REV' DATE DAWN I DESCRIPTION DES./Q PHASE: 1 WIRE: 3 PORTABLE GENERATOR CONNECTION 0 09/28/20131 BC FOR CONSTRUCTION Al MAIN BREAKER RATING (A): 200 SYSTEM VOLTAGE (V): 240 BRANCH CB: 30 LOA D PER C WATTAGE B ,. x B WATTAGE C K CIRCUIT DESCRIPTION POLE R PHASE ; R POLE CIRCUIT DESCRIPTION K T C NC K A B K NC C T I 1 0 0 9� 0 0 a 2 OFF 2 50 +ry ("'�"10a 2 UNKNOWN(OFF) 3 O o 14 � o rT, 0 0 4 INSTALL NEW 150A, 2-POLE BREAKER 5 0 0 )eta o '1-"-T,„ y y o O 6 I (OCCUPIES 4 SPACES) IN PPC 60 2 UNKNOWN(OFF) 7 0 0 "x' 0 �(. 0 0 8 9 0 0 o o 0 10 150/2 �yy " ?8) 50 2 SURGE PROTECTOR 11 a 0 E 0 �`�,�^ 0 0 12 13 0 0 8D 1 b 20 1 In 0 RECEPTACLE 14 15 0 0 L.1�' 3285 >r' 3285 o 16 17 0 a £ 3285N A �+�{ 1. 4 3285 0 -.1.OABINET 18 19 0 011 3285 3285 0 20 21 a 0 �. 3285Td�{( Z�'€ 3205 0 22 231 o 360 k-. 20 1 3. 0 ••6160 CFGI 24 � '9447e k4 (3) 1/0 WITH #6 GROUND FESS1 25 a o 0 ,,,;- d,, o 0 26 IN 1-1/2" CONDUIT 27 O o it dt?y, 0 `� 0 0 26 �- —I 09I2MO23 29 D o "= 0 $, ,+n fqt' O 0 30 ` EXISTING 1. ALL NEW CONDUCTORS TO BE INSTALLED SHALL BE BTS CABINET I COPPER. ALL CONDUCTORS SHALL BE THHW, THWN, NOTES - 6750 693D aft, y J 13�>, 1,a .17�,a THWN-2, XHHW, XHHW-2,THIN, THW-2, RHW, OR RHW-2 . .Prx M x. •INSTALL 1)NEW 4P-150A BREAKER MR PROPOSED 6160 CABINET ° L_ J UNLESS NOTED OTHERWISE. ( �,:; SVBTGTAL 125%TOTAL ••INSTALL(1)NEW 1P-20A BREAKER FOR PROPOSED 6160 GFCI 1 t( coNRNuous cO OUS(VA) 0 PETER ANGELO LUDAS,P.E. t,k toox roTa. 2. CONTRACTOR IS TO FIELD VERIFY ALL EXISTING ITEMS SHOWN 0 's NON-C—LIOUS(VA) 13680 ON THE ELECTRICAL ONE-LINE DIAGRAM AND NOTIFY THE STATE OF NEW YORK ENGINEER OF ANY DISCREPANCIES. PROFESSIONAL ENGINEER TOTAL�+%NON�CONTINU0B6 9 ` A CONNECTED ED L 13.68 3. ALL GROUNDING AND BONDING PER THE NEC. LICENSE#094478 13680 ?I. TOTAL CONNECTEa LOAD(WA) 13.6$ SPARE cwacm(A) 143.00 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUAfENT. 2 FINAL PANEL SCHEDULE ONE LINE DIAGRAM SHEET NUMBER REVISION: SCALE: NOT TO SCALE 3 SCALE: NOT TO SCALE E-1 O Inn ur IN 11 Hea a a Mobi 4SYLVAN WAY PARSIPPANY,NJ 07054 CROWN I ' CCCASTLE 1p TOTALLY COMMITTED RECEIVED D 7 TICK ENGINEERING DPC PSC#123266 I I prceRnvp;�Trox av elnxnpwnop pa owares I 0095 MARSHALEE DRIVE,SUITE 300. 1, �/1 f� ELKRIDGE.MD 21075 (E) MOUNT PIPE (TIP) O• 2 1 2023 (410)712-7092 NEW RRH (TYP) ALPHA BETA GAMMA (E) RRH (TYP) SoUthOTd ►ow*n J Planning Board T-MOBILE SITE NUMBER NEW RRH (TYP) (E) ANTENNA (TYP) LI13544A BU#:806579 Y CUTCHOGUE 958280 ! I i ' ! I 21855 COUNTRY ROAD i IV CUTCHOGUE,NY 11935 EXISTING 108'-6"MONOPOLE ISSUED FOR: REV DATE DRWN I DESCRIPTION DES./Q { R 1 0 09/26/2023 BC FOR CONSTRUCTION Al GROUND WIRE (TYP) i LSECTOR GROUND BAR (3 TOTAL) o::e,:e::e: :o UPPER TOWER GROUND BAR OF MEy. NOTE: ALL NEW GROUNDS TO BE #6 STRANDED COPPER WITH GREEN INSULATION UNLESS E'p 09447e NOTED OTHERWISE. FESSIO��' 09/2M23 (-,I�ANTENNA GROUNDING DIAGRAM SCALE: NOT TO SCALE PETER ANGELO LUDAS,P.E. STATE OF NEW YORK PROFESSIONAL ENGINEER LICENSE#094478 TT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF LICENSED PROFESSIONAL ENGINEER, TO ALTER TUIS DOCUMENT. SHEET NUMBER REVISION: G- 1 0 - 8" PVC PLUG �y yy TO ANTENNA COAX TO ANTENNA COAX 8" PVC PLUG CPLG. (THRD.) T/FINISH GRADE a j *Mobile y le i a a COPPER/GALVANIZED GROUND BAR COPPER/GALVANIZED GROUND BAR v 4 SYLVAL�T\1VAY H PARSIPPANY,NJ 07054 o l o� o }0 0 0 0 0 o a o 0 0 0 0 0 0 4roo , 000000000 0�;0 00000000000000 0000000000SUBGRADE C1D0 O0 0 0 0 0 0 0 0 0 0 0 O N R #2 SOLID (TEST LOOP) //2 SOLID TINNED COPPER z CROWN CONDUCTOR TO TOWER/SHELTER z NOTCH SIDES OF 8" PVC SCH 40 PIPEff TWO HOLE LONG BARREL TWO HOLE LONG BARREL COMPRESSION LUG GROUND RING (2 TYP. FOR N GROUND ALLOW EXIT/ENTRANCE OF CASTLE COMPRESSION LUG (TYP) (TYP) BOTTOM GROUND BAR ONLY) Wo EXOTHERMIC WELD GROUND RING WIRE w NOTES,' NOTES' I I—I II II— I— —I 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). 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 GROUND RING WIRE NOTES, 5/8" 0 x 10'-0" LONG COPPER CLAD GROUND ROD TOTALLY COMMITTED TKK ENGINEERING DPC 1. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 45 DEGREES FROM THE PSG 9123266 VERTICAL WCers MTWNoc•ureaFvV Nano GM 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 21075 (410)712-7092 K-_,--�ANTENNA SECTOR GROUND BAR DETAIL (-,,�TOWER/SHELTER GROUND BAR DETAIL INSPECTION WELL DETAIL SCALE: NOT TO SCALE L)SCALE: NOT TO SCALE 3 SCALE: NOT TO SCALE T-MOBILE SITE NUMBER LI13544A BU#:806579 NY CUTCHOGUE 958280 STAINLESS STEEL BOLT R C E WED NNNN D 21855 COUNTRY ROAD TO TOWER MOUNTED EQUIPMENT STAINLESS STEEL FLAT WASHER , CUTCHOGUE,NY 11935 TO ANTENNAryP) MONOPOLE 2-HOLE CRIMP/ (1YP) I NOV 21 2023 fL COMPRESSION - f ANTENNA GROUND BAR CONNECTOR _ JI EXISTING 1081-6"MONOPOLE LOCATED AT MCL (BONDED TO TOWER STEEL) GROUND Southold Town STANDARD COAX I I 2 HOLE LUG (TYP) BAR Planning Board CABLE GROUND KIT (TYP) STAINLESS STEEL FLAT WASHER ISSUED FOR: $6 STRANDED CU WIRE WITH STAINLESS STEEL (TYP GREEN. 600, THWN BELLVILLE WASHER ::��54 STAINLESS STEEL NUT 6" WIDE METALLIC HTEL REV' DATE DRWN DESCRIPTION DES./Q INSULATION (OR AS PROVIDED I (TYP) (TYP) GRADE WARNING/LOCATOR TAPE AT I WITH GROUND KIT) (TYP) SINGLE CONNECTOR AT GROUND BARS / 12" DEPTH 0 i 09/26/20231 11C POR CONSTRUCTION AT N I W STAINLESS STEEL BOLT MECHANICAL CONNECTION (TIP) STAINLESS STEEL COAX CABLE COAX GROUND BAR WITH FLAT WASHER o EXOTHERMIC WELD \ INSULATORS, CONNECTED (TYP FOR ALL) , DIRECTLY TO THE BOTTOM DRAGON TOOTH WASHER vwWi OF MONOPOLE. SEE NOTE 1. (TYP) STEEL TO BTS EQUIPMENT VIA LLII 2/O TINNED BARE TRAY OR ICE BRIDGE 'I .' I. COPPER WIRE 2-HOLE CRIMP/ GROUND RING //2 COPPER WIRE OF N MONOPOLE PIER COMPRESSION STAINLESS STEEL fW CONNECTOR FLAT WASHER SOLID, TINNED FOR CARRIER AND ICE GROUND WIRE (TYP) BRIDGE GROUND LOOP' GROUND WIRE ,1 '1 SEE NOTE 3 STAINLESS STEEL STAINLESS STEEL NUT GROUND RING 2/0 FOR `Yf NOTE 3 \ BELLVILLE WASHER (TYP) TOWER GROUND LOOP _ INSPECTION WELL SINGLE CONNECTOR AT STEEL OBJECTS ' 09441% EXOTHERMIC WELD (TYP) FESS101�� NOTES: STAINLESS STEEL SELF-DRILLING STAINLESS STEEL 09rZaD23 1. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA METAL SCREW FLAT WASHER LOCATIONS AND CONNECTION ORIENTATION. COAXIAL CABLES EXCEEDING 200 FEET ON THE (TYP) (TYP) GROUND ROD COPPER TOWER SHALL HAVE GROUND KITS AT THE MIDPOINT. PROVIDE AS REQUIRED. CLAD STEEL ROD W/MIN. 5/8 0 x 10'-0"LONG 2. ONLY MECHANICAL CONNECTIONS ARE ALLOWED TO BE MADE IT 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 THE STATE OF NEW YORK RECOGNIZED EDITION OF ANSI/TIA 222 AND NFPA 780. METALLIC OBJECT NOTES: DRAGON TOOTH WASHER PROFESSIONAL ENGINEER (TYP) 1. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 45 DEGREES FROM THE LICENSE#094478 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 LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION /-TYPICAL ANTENNA CABLE GROUNDING HARDWARE DETAIL FOR EXTERIOR CONNECTIONS GROUND ROD DETAIL rG-2 F A LICENSED PROFESSIONAL ENGINEER, A TO ALTER THIS DOCUM&N-1'. SCALE: NOT TO SCALE 5 SCALE: NOT TO SCALE 6 SCALE: NOT TO SCALE SHEET NUMBER REVISION: 0 --Ij - 010 WIRE SIZE BURNDY LUG BOLT SIZE #6 AWG GREEN INSULATED YA6C-2TC38 3/8" - 16 NC S 2 BOLT *Mobile 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 !aJ■ #2 AWG STRANDED YA2C-2TC38 3/8" - 16 NC S 2 BOLT 4 SYLVAN WAY PARSIPPANY,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 SSTYPE GR_ BURNDY GROUND LUG W/ HEAT SHRINK CROWN LONG BARREL (SEE CHART) (C ) CASTLE NUT GROUNDING UUU (TYP) CONDUCTOR LOCK WASHER (TYP) TYPE S TYPE VB TYPE aT TYPE GT' tw NOTE: GROUND BAR BOLT 1. ERICO EXOTHERMIC "MOLD TYPES" SHOWN HERE ARE EXAMPLES. CONSULT WITH CONSTRUCTION MANAGER FOR SPECIFIC (SEE CHART) TOTALLY COMMITTEQ MOLDS TO BE USED FOR THIS PROJECT. (TYP) TKK ENGINEERING DPC 2. MOLD TYPE ONLY TO BE USED BELOW GRADE WHEN CONNECTING GROUND RING TO GROUND ROD. PSC#123266 BURNDY TWO HOLE LUG W/ NY CEiR61C�Tm-OF AVrNOit1LTON NC.00/M LONG BARREL 6095 MARSHALEE DRIVE,SUITE 300 (SEE CHART) ELKRIOGE,MD 21075 CADWELD GROUNDING CONNECTIONS (410)712-7092 'I 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 jKIT TX1/RX1 WEATHERPROOFING BU#:806579 (TYP) NOTES: NY CUTCHOGUE 958280 GROUND KIT 1. ALL GROUNDING LUGS ARE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. COAX JUMPER (TYP.) (TYP) ALL HARDWARE BOLTS, NUTS. LOCK WASHERS SHALL BE STAINLESS STEEL ALL C TT T� ROAD HARDWARE ARE TO BE AS FOLLOWS: BOLT, FLAT WASHER,GROUND BAR, GROUND LUG, 21855 COUNTRY 1\OAV FLAT WASHER AND NUT. O WEATHERPROOFING #6 AWc MECHANICAL LUG CONNECTION CUTCHOGUE,NY 11935 #6 AWG STRANDED COPPER GROUND WIRE (TYP. SEE NOTE 2 SCALE: NOT TO SCALE (GROUNDED TO GROUND BAR). SEE NOTE 1 & 2 COPPER/GALVANIZED COAX GROUND BAR EXISTING 108'-6"MONOPOLEBONDED DIRECTLY TOWER CABLE GROUND KITCABLE CONNECTOR AMENNA CA #6 AWG MIN. FROM ANTENNA CABLE GROUND KITTO BTS EQUIPMENT (T A ` ISSUED FOR: NOTES, 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND REV DATE DRWN DESCRIPTION DES./Q WIRE DOWN TO GROUND BAR. NOTES. 0 109/28/20231 BC FOR CONSTRUCTION Al 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 1. DO 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 QO 00 0 0�00 0 O SCALE: NOT TO SCALE QO OO O QO O QO O QO O O 00 4 GROUND CABLE CONNECTION SCALE: NOT TO SCALE ® -TWO HOLE LUG, OR GROUNDING SHALL BE 3/8-11x1"TAMPER EXOTHERMIC WELD TO BE USED ELIMINATED WHEN GROUND BAR 010� RESISTANT BOLT WITH #2 AWG BARE CONDUCTOR IS ELECTRICALLY BONDED TO �Q O� (TYP) WIRE TO BUILDING SERVICE METAL TOWER y INSULATORS GROUND OR GROUND RING �} SEE NOTE 2. (TYP) y = 0 ® GROUNDWIRE INSTALLATION �`� 09447S WALL BRACKET 0 `-"I I01�S' p 0 NOTE: MINIMUM OF S/6 NUT SCALE: NOT TO SCALE 0 0 3 THREADS IS BE (TYP) 09/28/2023 VISIBLE 0 0 0 (TYP) S/SO 0 WAS SPLIT 0 0 2 HOLE LONG WASHER O p BARREL TINNED (TYP) #CONDUIT FROM 24"2 nNNED SOLID IN 3 BELOW OGRADEUID GTO HT PIPE UNIVERSAL COPPER SOLID COPPER 0 GROUND BAR (4"x2O-) LUG S/S FLAT WITHIN 3"TO 6" OF CAD-WELD i PETER ANGELO LUDAS,P.E. (TYP) WASHER TERMINATION POINT. EXPOSED END OF > >'.; '-'�- i STATE OF NEW YORK LOCK WASHER ® (TYP) THE LIQUID TIGHT CONDUIT MUST BE —. ! I.= i P/N M10 SEALED WITH SILICONE CAULK. tP'; I PROFESSIONAL ENGINEER (TYP) .� . NOV 21 �� i LICENSE#094478 TWO-HOLE .- COMPRESSION LUG TIN COATED SOUD CADWELD COPPER BUS BAR �) NOTES: S/S FLAT WASHER :. i11a= L— � 1. DOWN LEAD (HOME RUN) CONDUCTORS ARE NOT TO BE INSTALLED ON CROWN CASTLE (TYP) - SOUfhOld TOWn CHERRY INSULATOR --1 IT IS VIOLATION OF LAW FOR ANY PERSON, USA INC. TOWER, PER THE GROUNDING DOWN CONDUCTOR POLICY QAS-STD-10091. NO INSTALLED IF REQUIREDII :;i UNLESS THEY ARE ACTING UNDERTHE DIRECTION MODIFICATION OR DRILLING TO TOWER STEEL IS ALLOWED IN ANY FORM OR FASHION, S/S BOLT TIE INTO EXISTING GROUND RING �! "',`I'•1= Plannln Board OF LICP.NSED PROFESSIONAL ENGINEER, CAD-WELDING ON THE TOWER AND/OR IN THE AIR ARE NOT PERMITTED. (TYP) ii ,- F� 9 I TOALTERTIMDOCU.MEN'T. III!)+•.:. 2. OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR PLATFORM STEEL USE INSULATORS WHEN ATTACHING TO BUILDING OR SHELTERS. �._-ij;ll'i: !%,.'ir-- SHEET NUMBER REVISION: /—,--,�GROUND BAR DETAIL LUG DETAIL �1TRANSITIONING GROUND DETAIL G-3 Q v SCALE: NOT TO SCALE 7 SCALE: NOT TO SCALE U SCALE: NOT TO SCALE