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Home My WebLink About48956-Z ��o�S�ff01 Town of Southold 8/16/2023 o P.O.Box 1179 o • 53095 Main Rd ti� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44437 Date: 8/16/2023 THIS CERTIFIES that the building WIRELESS COMMUNICATION SYSTEMS Location of Property: 23300 Route 25, Orient SCTM#: 473889 Sec/Block/Lot: 18.-5-13.8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/22/2022 pursuant to which Building Permit No. 48956 dated 2/24/2023 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: antenna colocation and equipment to existing cell tower for Dish Wireless as applied for. The certificate is issued to Orient Fire District of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48956 5/15/2023 PLUMBERS CERTIFICATION DATED Vizoignature TOWN OF SOUTHOLD �o��gllFfOj cG 2:2 BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • �� SOUTHOLD, NY 0 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#: 48956 Date: 2/24/2023 Permission is hereby granted to: Orient Fire District 23300 Route 25 Orient, NY 11957 To: Modify existing wireless location to install Dish Wireless sevice to include 3 antennas, 3 twin diplexers,jumpers, coax cables and ground equipment as applied.for and per Planning Board approval. Additional certification may be required. At premises located at: 23300 Route 25, Orient SCTM # 473889 Sec/Block/Lot# 18.-5-13.8 Pursuant to application dated 4/22/2022 and approved by the Building Inspector. To expire on 8/25/2024. Fees: WIRELESS COMMUNICATIONS -MODIFICATIONS $500.00 CERTIFICATE OF OCCUPANCY $50.00 Total: $550.00 �; Building Inspector 1 ho�aOF SOUIyO� i toll �� 2 f-3 aci # TOWN OF SOUTHOLD BUILDING DEPT. Irmo, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] 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 [ ] PRE C/O [ ]' RENTAL REMARKS: W Ile 'gl VA4,� DATE S� INSPECTOR oESOUTyolo ` } * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND' [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: - 4) -t, DA ,, r i&,/ DATE 3 INSPECTOR OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex flF so P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) Southold,NY Telephone:631 765-1938 www.southoldtownny.gov PIANNING BOARD OFFICE L) TOWN OF SOUTHOLD J U L 2 6 2023 July 25, 2023 BUH,DINGDEFIT. TOWN-r-,r F()17TI,f Mr. Patrick O'Rourke c/o Dish Wireless 'Centerline Communications LLC 5550 Merrick Road, Suite 302 Massapequa, NY 11758 Re: Approved Amended Site Plan: DISH Wireless Collocation @ Orient Fire Dist. 23300 Main Road Orient, NY SCTM#1 000-18.-5-13.8 Zoning District: R— 80 Dear Mr. O'Rourke: The Planning Board has found that the requirements of the above-referenced Amended Site Plan have been completed based on the site inspection made June 22, 2023 and the Planning Board work session June 26, 2023. The site is now in conformance with the Amended Approved Site Plan for"DISH Wireless Site ID:NYNYCO2243B" prepared by Peter D. Smith, P.E., dated December 10, 2021 and last revised on August 2, 2022 and supports the issuance of a Certificate of Occupancy. This letter does not condone any other changes from the approved Site Plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Respectfully, Donald J.tWiski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer Jim August 9, 2023 B+T GRP Sarah Bidlow PDS Engineering D.P.C. American Tower Corporation 1717 S. Boulder, Suite 300 10 Presidential Way Tulsa, OK 74119 Woburn, MA 01801 (918)587-4630 (610)331-8998 btwo@btgrp.com -; Subject: Engineer's Certification of Completion Jurisdiction Designation Building Permit Number: 48956 Carrier Designation: Site ID: NYNYCO2243B Engineering Firm Designation: Project Number: 159533.002.01 Site Data: 23300 Main Road, Orient, NY 11957 Latitude 41.9425000, Longitude-72.2994440 _ Wireless Telecommunications Facility Dear Sarah Bidlow, I, Peter D. Smith, a registered professional engineer in the state of New York with Registration No. 103685, have examined site photographs provided by the Client, last dated May 12, 2023, for the Wireless Telecommunications Facility referenced above. Based on the photographs provided; As Built drawings certified by Ajay Magar of KT&G Construction Inc, dated May 11, 2023; and the construction drawings by B+T Group dated February 16, 2023; 1 hereby certify that to the best of my knowledge, information, and belief all constructed improvements are in substantial compliance with the permitted construction drawings approved by the Town of Southold (last revised February 16, 2023) and that said improvements meet the intent of the applicable Codes listed on said drawings(e.g., 2020 NYSBC and 2017 NEC). In my professional opinion, any minor deviations from the drawings and specifications will not prevent the project from functioning in compliance with the requirements of the Town of Southold and other applicable regulatory agencies listed in the drawings. Should you have any questions or require any additional information, please do not hesitate to contact our office. Engineer's Certification of Completion prepared by: Mark Wesel Respectfully submitted by: PDS Engineering D.P.C. Peter D. Smith, P.E. o K yv Engineer of Record �Q'��R D p r 03 685 lop ARDFESSION�� 8/9/23 ELD INSPECTION REPORT DATE COMMENTS t� FOUNDATION (IST) l --------------------------- ` FOUNDATION (2ND) z ROUGH FRAMING& PLUMBING r� INSULATION PER N.Y. STATE ENERGY CODE "A eL L*yev$-vV51 d FINAL ti ADDITIONAL COMMENTS C b c-k' I C -Do r�*43 0l niA- M, • 14- Nz GH �gUFFO(�co TOWN OF SOUTHOLD—BUILDING DEPARTMENT AT =o Gym Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 ATC 373337 N. 13738829 oy • o�� Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.go_v poi,� ya Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only D E, PERMIT NO. 9%5(0 Building Inspector: J 2� APR 2 2 2022 Applications and forms must be filled out in their entirety.Incomplete BUILDING DEPT. applications will not be accepted. Where the Applicant is not the owner,an TOWN OF SOUTHOL® Owner's Authorization form(Page 2)shall be completed. Date:3-17-22 OWNER(S)OF p(KgpfflyV1 Tower Name:GTP Towers [, LLC SCTM#1000-18-5-13.008 Project Address:23300 Main Road, Orient, NY 11957 Phone#:781-926-4500 Email: .Mailing address:10 Presidential Way_, Woburn, MA 01801 CONTACT PERSON: Name: Patrick O'Rourke c/o Centerline Communications Mailing Address:5550 Merrick Road,Massapequa,NY 11758 Phone#:516-263-8817 Email:Patrick@Brennanshore.com_ DESIGN PROFESSIONAL INFORMATION: Name:American Towers Mailing Address:10 Presidential Way, Woburn, MA 01801_ Phone#:781-375-8300 Email: CONTRACTOR INFORMATION: Name:Mas Tec Network Solutions Mailing Address:806 S. Douglas Road, 11 th floor,_ Coral_Gables, FL 331.34 Phone#:305-702-9184 Email:neal.cafalone@mastec.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure RAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $52,000 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes RNo 1 37333'7 GH,ATC. ,13738829 PROPERTY INFORMATION Existing use of property:Fire station/Publio U5litycommunication Site Intended use of property:Same Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_80 this property? ❑Yes @No IF YES, PROVIDE A COPY. ❑Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and In building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): Patrick O'Rourke BAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF Nassau ) Patrick O'Rourke being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me ttArf(d— hisdayof 20 Notary Public Anastasia Akoumianakis Notary Public,State of New York: Tower P &c cW OWNER AUTHORIZATION No.01AK6341007 Qualified in Queens County (Where the applicant is not the owner) Commission Expires May 02,20--2-4- Margaret 2,20-2-4-Margaret Robinson,Senior Counsel for I� GTP Towers I,LLC residing at c/0 American Tower 10 Presidential Way,Wobutn MA do hereby authorize Patrick O'Rourke of Centerline Communications to apply on my behalf to t Town of Southold Building Department for approval as described herein. By: 4./— /�/- )_ Tower Owner's Signature Date Margaret Robinson.Senior Counsel for GTP Towers I,LLC Print 01wnaptgNgm Tower Owner's Name 2 TOWN OF SOUTHOLD COUNTY OF SUFFOLK: STATE OF NEW YORK ---------------------------------------------------------------------------------X In the Matter of the Application of New Cingular Wireless PCS,LLC AUTHORIZATION OF OWNER At the premises: 23300 Main Road Orient, NY Section 18, Block 5, Lot 13.008 ---------------------------------------------------------------------------------X STATE OF NEW YORK ) ) SS.. COUNTY OF SUFFOLK ) r ATR-tck q ,being duly sworn, deposes and says: I am the APPLICANT in fee of the premises known as Section 18,Block 5,Lot 13.008 (the "Premises"hereafter),and do hereby authorize DISH Wireless,and its representatives to bring such applications for municipal approvals as may be necessary for constructing or installing on the Premises such antennas,support structures,and related equipment as DISH Wireless may require for the establishment of its public utility wireless telecommunication facility. As such, I will fully cooperate with DISH Wireless and its agents in obtaining any required Approvals. By: Sf Sworn to before me this ?J day of r; , 2022 Anastasia Akoumianakis Notary Public,State of New York No.01 AK6341007 Qualified in Queens County., NOTAR PUBLIC Commission Expires May 02,2pL 4- OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex fe SoQ� P.O.Box 1179 54375 State'Route 25 ®�� y�� Southold,NY 119?1' (cor.Main Rd. &Youngs Ave.) Southold,NY � Telephone:63I 765-I938 www.southoldtow=y.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 6, 2023 / �l Patrick O'Rourke. c/o Dish Wireless r� U Centerline Communications LLC �( 5550 Merrick Road, Suite 302 Massapequa, NY 11758 Re: SEQRA Classification, Determination, &Approval: DISH Wireless Co-location at Orient Fire District Located at 23300 Route 25 Orient SCTM# 18.-5-13.8 = Zoning District: R=80 Dear Mr. O'Rourke: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, February 6, 2023: WHEREAS, this amended wireless communication facility application is for a proposed Dish Wireless colocation at 66' a.g.l. on an approved existing 100'tall stealth canister tower, and the addition of associated ground equipment within a 35 sq. ft. leased area. There are three other existing carriers, AT&T, Verizon, &T-Mobile, at various'heights on the cell tower with associated ground equipment, as well as existing fire department buildings, all located on 4.36 acres in the R-80 Zoning District; and WHEREAS, on April 22, 2022, Patrick O'Rourke, authorized agent, submitted a Building Permit application to the Building Department;and WHEREAS, on April 26, 2022, Patrick O'Rourke, authorized agent, pursuant to 280- 74A(4) of the Town Code, submitted a check in the amount of$4,000 into an escrow account with the Town Comptroller's Office to cover the cost of the Technical Consultant's Review; and WHEREAS, on April 27, 2022, the Planning Board authorized CityScape Consultants to proceed with the work as outlined in the agreement; and WHEREAS, on December 6, 2022, Patrick O'Rourke, authorized agent, submitted a site plan application for review; and Southold Town Planning Board Page 12 February 7,2023 WHEREAS, at a Work Session on January 23, 2023, the Planning Board accepted the application as complete for review; and WHEREAS, on January 23, 2023, pursuant to Southold Town Code 280-131(H), the Southold Town Planning Board agreed to waive the requirement for a public hearing J regarding this amended application which involves a wireless colocation on an approved existing monopole with no height increase and minimal ground equipment; and WHEREAS, at a Work Session held on January 23, 2023, the Planning Board reviewed the report issued by Cityscape Consultants on August 24, 2022; and, determined that the action falls within the FCC regulations of the Middle-Class Tax Relief and Job Creation Act of 2012. Therefore, it is recommended for approval with the understanding that the proposed cable (see Conditions below)will be installed inside the monopole shaft; and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, has determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type 11 list of actions; and WHEREAS, the Planning Board performed an uncoordinated review of this Unlisted Action pursuant to 6 NYCRR Part 617, Section 617.7 of the State Environmental Quality Review Act (SEQRA); and WHEREAS, at a Work Session held on January 23, 2023, the Planning Board found that all applicable requirements of the Site Plan Regulations, Article XXIV, 280—Site Plan Approval of the Town of Southold, have been met; be it therefore RESOLVED, that the Southold Town Planning Board hereby classifies this as an Unlisted Action under SEQRA as described above; and be it further RESOLVED, that the Southold Town Planning Board, pursuant to the State Environmental Quality Review Act, makes a determination of non-significance and grants a Negative Declaration; and be it further RESOLVED, that the Southold Town Planning Board Grants Approval to the site plan entitled "DISH Wireless Site ID: NYNYCO2243B", prepared by Peter D. Smith, Licensed Professional Engineer, dated December 10, 2021 and last revised August 2, 2022; and authorizes the Chairman to endorse the Site Plan with the following conditions: Southold Town Planning Board P a g e 13 February 7,2023 Conditions: 1. Construction plans submitted for the building permit must be corrected to show the following: a. Cables from the DISH antennas to the ground equipment be mounted inside the pole. b. The height of the monopole is 100'. 2. No exterior lights were reviewed or approved in connection with this site plan. Any exterior lights on or around the outside of this area must be reviewed and approved by the Planning Board and must meet Town Code §172 Lighting. 3. All of Applicant's feed lines/cables shall be installed inside the monopole structure. 4. All ports shall remain sufficiently sealed to prevent access by birds and other wildlife. 5. The facility shall remain secured and protected from unauthorized personnel. 6. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 7. Any changes from the Approved Site Plan shall require Planning Board approval. 8. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan and the conditions above, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. ectll DonaldWi enski, Chairman Encl. cc: Michael Verity, Chief Building Inspector, with map NOTES (` 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. alps 34.2" CANISTER OUTER DIAMETER 2. ANTENNA AND MW DISH SPECIFICATIONS REFER TO " !L Al d.* sh ANTENNA SCHEDULE AND TO FINAL L/� \ v n--p`om'Q � CONSTRUCTION RFDS FOR ALL RF a r � " DETAILS. I U✓� 5701 SOUTH SANTA FE DRIVE PROPOSED DISH Wireless ¢N LITRETON, CO 80120 3. EXISTING EQUIPMENT AND FENCE / l V L.L.C. ANTENNA (TYP. OF OMITTED FOR CLARITY. (a�./t JJJ (1) PER SiA TOTAL) tO A) PROPOSED DISH Wireless L.L.C. PROPOSEDMOUNT 111 LG`� `O IL +D Wireless L.L.C. e►nn�uRuwTlowE• �� 1 CANISTER 10 PRESIDENTIAL 01 �DeuRN.MA B+T GRP Y _ , I T �� 1 � 1]ITS.BOl1L0ER ( B� MSAOK]i119 �� IA �� ^ SFC R .ryq��esa9 l DRAWN BY: CHECKED BY:APPROVED BY: 1 / SM KJG GLS RAD CENTER O 66'-0" A.G.L. RFDS REV #: 1.0 34.2" CANISTER OUTER DIAMETER CONSTRUCTION DOCUMENTS 1 ---------xls_:Nc_c'1Nu.�M_N_, _�noNo-o SUBMITTALS - - - PROPOSED DISH Wireless Or !: 10G' c' :,G. L.L.C. TWIN DIPLExERS (TYP. OF (1) PER REV DATE DESCRIPTION I =:X!S1wSECTOR, (3) TOTAL)G rtOUu-j� PROPOSED DISH a 12/10/21 ISSUED FOR REVIEW RM C'N-'R 0 1OG•-^v'AGL _X51 NG MASI Wireless LLC. 0 2/22/22 ISSUED FOR CONSTRUCTION MOUNT PROPOSED DISH 1 6/10/22 ISSUED FOR CONSTRUCTION Wireless LLC. 2 6/15/22 ISSUED FOR CONSTRUCTION CANISTER I 3 6/2/22 ISSUED FOR CONSTRUCTION I 4 2/14/23 1 ISSUED FOR CONSTRUCTION 5 2/16/23 1 ISSUED FOR CONSTRUCTION _ I (3) PROPOSED DISH Wireless L.L.C. ANTENNAS Ay` 0 011110 Of 'N RAD CENTER 0 66'-0"AGL RAD CENTER @ 61'-0" A.G.L. Q iI t v 1' 2' 3' � �•1 x!s:NG 6'cur. ANTENNA LAYOUT 3/4"=I' \ ` 1 1 6 -.Z-` 1 PAD C NIIR 4s o nc:-� X03.685 T6�� I ANTENNA TRANSMISSION CABLE RRH OVP 510FESS1 SECTOR POS. EXISTING OR MANUFACTURER - MODEL RAD FEED LINE TYPE MANUFACTURER - MODEL MANUFACTURER (12) PROPOSED DISH Wireless i PROPOSED NUMBER TECH AZIMUTH CENTER AND LENGTH NUMBER TECH POS. MODEL ✓ / L.L.C. 7/8" CABLE COAX ROUTED -- -- -- -- -- ` INSIDE POLE -I Al TA08025-8604 5G A2 PDS ENGINEERING D.P.C. (a) 7/e" coax I A2 PROPOSED COMMSCOPE - FW-65B-R3 SG 40 CERT. #: 0103685 66'-0" CABLES TA08025-8605 SG A2 -- (100' LONG) Expires 11/30/23 I I A3 -- -- -- -- -- -- -- -- 0 IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION B7 -- -- -- -- -- TA08025-8604 513 B2 OF A LICENSED PROFESSIONAL ENGINEER, PROPOSED DISH Wireless I (4) 7/8" COAX TO ALTER THIS DOCUMENT. L.L.C. GPS UNI I B2 PROPOSED COMMSCOPE - FVV-65B-R3 5G 160' 66'-0" CABLES TA08025-8605 5G B2 -- A&E PROJECT NUMBER I (100' LONG) FROSTING DISH Wireless I 133 -- -- -- -- -- -- -- -- 159533.001 L.L.C. ICE BRIDGE I ' I C1 -- -- -- -- -- TA08025-B604 513 C2 DISH Ire (4) 7/8" COAX PROJECT INFORMATION C2 PROPOSED COMMSCOPE - FW-65B-R3 SG 280' 66'-0" CABLES TA08025-8605 SG c2 -- NYNYCO2243B I - (100' LONG) I 03 -- -- -- -- - -- -- -- 23300 MAIN ROAD NOTES ORIENT, NY 11957 I 1. CONTRACTOR TO REFER TO FINAL CONSTRUCTION RFDS FOR ALL RF DETAILS. SHEET TITLE cxs-NG n'GL ELEVATION ANTENNA I BO ICM '_. a 6" 'GL 2. ANTENNA AND RRH MODELS MAY CHANGE DUE TO EQUIPMENT AVAILABILITY. ALL EQUIPMENT CHANGES MUST BE APPROVED AND REMAIN IN COMPLIANCE WITH LAYOUT AND SCHEDULE �'.:�/ /: "/'i' .1. '�,<�./ - •:'�('✓%:-,-_-�::'- :�� , ��;.�:�;\<�., )<�'� i.\� :�._.•/' THE PROPOSED DESIGN AND STRUCTURAL ANALYSES. SHEET NUMBER a' 4' 0 8' 16' PROPOSED NORTH ELEVATION I ANTENNA SCHEDULE NO SCALE 3 I OFFICE LOCATION: MAILING ADDRESS: Town Hall AnnexP.O. Box 1179 54375 State Route 25 ®��®� S®u��°®� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY �g � Telephone: 631 765-1938 www.southoldtowirmy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 6, 2023 al F E 8 8 2023 Patrick O'Rourke c/o Dish Wireless BUMDING DEPT- Centerline Communications LLC TOV;N Or' SOUTHOL3 5550 Merrick Road, Suite 302 Massapequa, NY 11758 Re: SEQRA Classification, Determination, &Approval: DISH Wireless Co-location at Orient Fire District Located at 23300 Route 25, Orient SCTM# 18.-5-13.8 Zoning District: R-80' Dear Mr. O'Rourke: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, February 6, 2023: WHEREAS, this amended wireless communication facility application is for a proposed Dish Wireless coloration at 66' a.g.l. on an approved existing 100' tall stealth canister tower, and the addition of associated ground equipment within a 35 sq. ft. leased area. There are three other existing carriers, AT&T, Verizon, & T-Mobile, at various heights on the cell tower with associated ground equipment, as well as existing fire department buildings, all located on 4.36 acres in the R-80 Zoning District; and WHEREAS, on April 22, 2022, Patrick O'Rourke, authorized agent, submitted a Building Permit application to the Building Department; and WHEREAS, on April 26, 2022, Patrick O'Rourke, authorized agent, pursuant to 280- 74A(4) of the Town Code, submitted a check in the amount of$4,000 into an escrow account with the Town Comptroller's Office to cover the cost of the Technical Consultant's Review; and WHEREAS, on April 27, 2022, the Planning Board authorized CityScape Consultants to proceed with the work as outlined in the agreement; and WHEREAS, on December 6, 2022, Patrick O'Rourke, authorized agent, submitted a site plan application for review; and Southold Town Planning Board P a g e 12 February 7,2023 WHEREAS, at a Work Session on January 23, 2023, the Planning Board accepted the application as complete for review; and WHEREAS, on January 23, 2023, pursuant to Southold Town Code 280-131(H), the Southold Town Planning Board agreed to waive the requirement for a public hearing regarding this amended application which involves a wireless colocation on an approved existing monopole with no height increase and minimal ground equipment; and WHEREAS, at a Work Session held on January 23, 2023, the Planning Board reviewed the report issued by CityScape Consultants on August 24, 2022; and, determined that the action falls within the FCC regulations of the Middle-Class Tax Relief and Job Creation Act of 2012. Therefore, it is recommended for approval with the understanding that the proposed cable (see Conditions below) will be installed inside the monopole shaft; and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, has determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; and WHEREAS, the Planning Board performed an uncoordinated review of this Unlisted Action pursuant to 6 NYCRR Part 617, Section 617.7 of the State Environmental Quality Review Act (SEQRA); and WHEREAS, at a Work Session held on January 23, 2023, the Planning Board found that all applicable requirements of the Site Plan Regulations, Article XXIV, 280 — Site Plan Approval of the Town of Southold, have been met; be it therefore RESOLVED, that the Southold Town Planning Board hereby classifies this as an Unlisted Action under SEQRA as described above; and be it further RESOLVED, that the Southold Town Planning Board, pursuant to the State Environmental Quality Review Act, makes a determination of non-significance and grants a Negative Declaration; and be it further RESOLVED, that the Southold Town Planning Board Grants Approval to the site plan entitled "DISH Wireless Site ID: NYNYCO2243B", prepared by Peter D. Smith, Licensed Professional Engineer, dated December 10, 2021 and last revised August 2, 2022; and authorizes the Chairman to endorse the Site Plan with the following conditions: Southold Town Planning Board P a g e 13 February 7,2023 Conditions: 1. Construction plans submitted for the building permit must be corrected to show the following: a. Cables from the DISH antennas to the ground equipment be mounted inside the pole. b. The height of the monopole is 100'. 2. No exterior lights were reviewed or approved in connection with this site plan. Any exterior lights on or around the outside of this area must be reviewed and approved by the Planning Board and must meet Town Code_§172 Lighting. 3. All of Applicant's feed lines/cables shall be installed inside the monopole structure. 4. All ports shall remain sufficiently sealed to prevent access by birds and other wildlife. 5. The facility shall remain secured and protected from unauthorized personnel. 6. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 7. Any changes from the Approved Site Plan shall require Planning Board approval. 8. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan and the conditions above, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. ectfull , Donald enski, Chairman Encl. cc: Michael Verity, Chief Building Inspector, with map MAY 1 0 2023 p� BUILDING DEPARTMENT- Electrl, I I pecto . '�� k'22;-, TOWN OF SOUTHOLD 1 0F!90t T 40LD ` Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 I Telephone (631) 765-1802 - FAX (631) 765-9502 j roaerrCaD-southoldtownny..qov_-!�-sea nd(&-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION i ELECTRICIAN INFORMATION (All Information Required) Date: 3 Company Name: - ,,r Name: o v C, ; License No.: ,�v��- �� email: Address: 1c)u d c �. v �w� ��, c 17 Ir Phone No.: 611 - 2c ( - 2 JOB SITE INFORMATION (Alt information Required) Name: e s sL Address: 3 0 Cross Street: Phone No.: L- _ 6 - Bldg.Permit#: L4 k 9 56 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: tE�§/ NO Rough In Final Do you need a Temp Certificate?: r ES NO ` Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form.1 �� , �J � �� s� � ��/� it N WWI I� MAY 10 2023 BUILDINGDEP -Electri I 1 pect tAWllYUDEPT. TOWN OF SOUTHOLD TOMOFSOUMOLD Town Hall Annex - 54375 Main Road - PO Box 1179 } ; Southold, New York 11971-0959 > � Telephone (631) 765-1802 - FAX (631) 765-9502 ro err southoldtownn, i ov��.seand southoldtowrnn . ou APPLICATION FOR ELECTRICAL INSPECTION I ELECTRICIAN INFORMATION (All Information Required) Date: &&-Z3 Company Name: ,,f Name: License No.: A r- S �rZ< email: e- — — Address:. CA , �. Phone No.: 611 - 2c ( - 2 JOB SITE INFORMATION (All information Required) Name: Address:. 2,3 0 Cross Street: Phone No.: c-( -7 _ 6 Bldg.Permit#: L4 9 r,6 email: G ,J%CCx�, Ki Tax Map District: 1000 -.-.Section: _ Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: }t Is job ready for inspection?: tB§/ NO Rough In Final Do you need a Temp Certificate?: "(0 NO ' Issued On ,*2 Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: ._ . . A #Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect-Service Reconnected- Underground -Overhead �i x, �G # Underground Laterals 1 2 H Frame Pole .Work done on Service? Y N Additional'Information:': ' � 74 J - - i i / ,�� PAYMENT_.DUE WITH APPLICATION Request for Inspection Fortn.X s "w S)] STATNUworkers' CERTIFICATE OF INSURANCE COVERAGE E Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier la.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured MasTec Network Solutions, LLC 806 S Douglas Road, 11th Floor Coral Gables FL 33134 1c.Federal Employer Identification Number of Insured Work Location of Insured(Only required if coverage is specifically limited to certain or Social Security Number locations in New York State,i.e.,Wrap-Up Policy) 26-3078035 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) The Prudential Insurance Company of America Town of Southold 3b.Policy Number of Entity Listed in Box"1a" 54375 Route 25 CG-59948-NY P.O. Box 1179 Southold, NY 11971 3c.Policy effective period 01/01/2022 to 12/31/2022 4. Policy provides the following benefits: ❑X A.Both disability and paid family leave benefits. ❑ B.Disability benefits only. ❑ C.Paid family leave benefits only. 5. Policy covers: ❑X A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. ❑ B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Datesigned March 15, 2022 By jr, � L Signature of insurance carrier's autAorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (215)784-2883 Name and Title Vice President,Contracts IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 413,4C or 513 is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4C or 513 of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) 111111 P11111°111°°1imill°°°1°11°1°°III IIII DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 03/10/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. Z IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this t` certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Aon Risk Services Northeast, Inc. NAME:PHONE FAX 0 Boston MA Office (AIC.No.Ext): (866) 283-7122 AIC.No.: (B00) 363-0105 v 0 53 State Street E-MAIL = suite 2201 ADDRESS: Boston MA 02109 USA INSURER(S)AFFORDING COVERAGE NAIC q INSURED INSURERA: ACE American Insurance Company 22667 MasTec Network Solutions, LLC INSURER B: Indemnity Insurance Co of North America 43575 MasTec North America, Inc. 806 S Douglas Road, 11th Floor INSURER C: ACE Fire Underwriters Insurance Co. 20702 Coral Gables FL 33134 USA INSURER D: ACE Property & Casualty Insurance Co. 20699 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 570091970981 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Limits shown are as requested INSR ADDLISUBIRLTR TYPE OF INSURANCE IVSD WVD POLICY NUMBER POLICY EFF POLICY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY Y XSLG72493114 09 15 2021 09 15 2022 EACH OCCURRENCE $3,000,000 CLAIMS-MADE X❑OCCUR DAMAGE TO RENTED $500,000 PREMISES Ea occurrence X SIR-$2M MED EXP(Any one person) Excluded PERSONAL&ADV INJURY $3,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $20,000,000 0 X POLICY ❑PRO ❑LOC PRODUCTS-COMP/OP AGG $6,000,000 rn JECT m 0 OTHER: � A AUTOMOBILE LIABILITY ISA H25555879 09/15/2021 09/15/2022 COMBINED SINGLE LIMIT $10,000,000 Ea accident X ANY AUTO BODILY INJURY(Per person) .. O OWNED SCHEDULED BODILY INJURY(Per accident) Z AUTOS ONLY AUTOS PROPERTY DAMAGE w10, ONLY U70S NON-OWNED ONLY AUTOS ONLY Per accident) 1= di D X UMBRELLALIAB X OCCUR XOOG71557625003 09/15/2021 09/15/2022 EACH OCCURRENCE $5,000,000 V EXCESS LIAR CLAIMS-MADE AGGREGATE $5,000,000 OED I RETENTION B WORKERS COMPENSATION AND WLRC6781731A 09/15/2021 09/15/2022 X PERSTATUTE OTH EMPLOYERS'LIABILITYWC CAOS) - A ANY PROPRIETOR/PARTNER I EXECUTIVE YNN WLRC67817357 09/15/2021 09/15/2022 E L.EACH ACCIDENT $2,000,000 OFFICER/MEMBER EXCLUOED7 N/A (Mandatory in NH) WC (AZ,MA) E.L.DISEASE-EA EMPLOYEE $2,000,000 yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $2,000,000 D A Excess WC WCUC67817436 09/15/2021 09/15/2022 EL Each Accident $2,000,000 XSWC (CA,FL,GA,NC,TX) EL Disease - Policy $2,000,000 SIR applies per policy terTis & condi:ions EL Disease — Ea Emp $2,000,000_ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) RE: Project Name: Southold, NY 13738829 (23300 Main Rd.) DISH 2243, Service Line Project #: 1805. Certificate Holder is included as Additional Insured in accordance with the policy provisions of the General Liability Policy as required by written contract. W ti CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Southold AUTHORIZED REPRESENTATIVE 54375 Route 25 PO Box 1179 Southold NY 11971 USA e�lor+ /cNaerr __ ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD YORK Workers' CERTIFICATE OF STATE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured MasTec Network Solutions,LLC 305-702-9184 806 S.Douglas Road,11th Floor Coral Gables, FL 33134 1c.,NYS Unemployment Insurance Employer Registration Number of Insured NOT REQUIRED Work Location of Insured(Only required if coverage is specifically limited to 1 d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 263078035 2. Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Indemnity Insurance Company of North America Town of Southold 54375 Route 25 P.O. Box 1179 3b.Policy Number of Entity Listed in Box"I a" Southold,NY 11971 WLR C6781731 3c. Policy effective period 9/152021 to 9/152022 3d.The Proprietor,Partners or Executive Officers are �X Included.(Only check box if all partners/officers included) all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"1 a"for workers' compensation under the New York State Workers'Compensation Law.(To use this form, New York(NY)m ust be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: ANNETTE D'URSO (Print name of authorized representative or licensed agent of insurance carrier) Approved by: a. c. L 3/11/2022 (Signature) (Date) Title:VICE PRESIDENT Telephone Number of authorized representative or licensed agent of insurance carrier: 302.476.6307 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form CA05.2. Insurance brokers are NOT authorized to issue it. C-105.2(9-17) vvww.wcb.ny.gov Centerline Communications LLC 5550 Merrick Road, Suite 302 Massapequa, NY 11758 April 22,2022 Town of Southold 53095 Route 25 DR lJ Southold,New York 11971 ATTN:Brian Cummings—Town Planner APR 2 2 2022 RE: DISH Wireless Building Permit Application BUILDING DEPT. DISH site NYNYCO2243 TOWN OF SOUTHOLD Premises: 23300 Main Road Orient,NY 11957 SCTM#Section 18,Block 5,Lot 13.008 Mr.Cummings, Our office represents Dish Wireless with respect to its Application to collocate on the existing public utility wireless telecommunication facility at the subject premises.With respect to the Building Permit Application,the following are enclosed in this submittal package; 1) Building Permit Application&Owner's Authorization 2) Four(4)set of signed and sealed construction drawings,prepared by American Tower and dated 2/22/2022,including site plans and elevations 3) One(1)Structural Analysis performed by American Tower Corporation and dated 12/9/2021 4) Certificates of Insurance from the contractor MasTec 5) Application for Certificate of Occupancy 6) A check for$4,000(#032780)as a consultant review Escrow fee. Section 6409 of the Federal Middle Class Tax Relief and Job Creation Act("Section 6409")was adopted in 2012. Under Section 6409, your city retains discretionary zoning review over the construction of new towers, but simple collocations and/or equipment upgrades at existing telecommunications facilities must be approved,no later than June 21,2022. The new law provides that: "A State or local government may not deny, and shall approve, any eligible facilities request for a modification of an existing wireless tower or base station that does not substantially change the physical dimensions of such tower or base station." The federal law defines an "eligible facilities request" as "(A) collocation of new transmission equipment; (B) removal of transmission equipment; or(C)replacement of transmission equipment." Also, the Federal Communications Commission issued a Wireless Infrastructure Report and Order on October 17, 2014 ("FCC Order") which established regulations that clarify and streamline the municipal approval process for eligible facilities requests under Section 6409. A copy of the FCC Order is enclosed herewith. The FCC Order clarifies that municipal review of an eligible facilities request is limited to determining whether the request falls within Section 6409: "a State or local government may require the applicant to provide documentation or information only to the extent reasonably related to determining whether the request meets the requirements of this section [Section 6409]. A State or local government may not require an applicant to submit any other documentation, including but not limited to documentation intended to illustrate the need for such wireless facilities or to justify the business decision to modify such wireless facilities."47 C.F.R. 1.40001(c)(1) The FCC Order also specifies that the term "base station" includes any structure that "supports or houses" communications equipment. Since this structure already supports communications equipment,it is considered a"base station"under Section 6409 DISH's Application is an Eligible Facilities Request under Section 6409 DISH's application qualifies as an eligible facilities request under Section 6409 because the proposed installation involves "an existing wireless tower or base station that does not substantially change the physical dimensions of such tower or base station." As shown on the plans prepared by American Tower, dated 2/22/2022, AT&T's proposed installation consist principally of the following elements: Install three (3)panel antennas inside the existing concealment pole at 66', install related equipment on a 5'X 7'equipment platform at the base of the existing concealment pole. Accordingly, DISH's installation involves the "collocation of new transmission equipment" and that will not increase the height of the tower nor the dimensions of the equipment compound. As a result, the installation "does not substantially change the physical dimensions of such tower or base station." Therefore, these proposed equipment upgrades constitute an "eligible facilities request" under Section 6409,and must be approved. Timeline for Review and Approval We would like to highlight an important timing requirement for processing this application. The FCC Order determined that a municipality must act on an eligible facilities request within sixty (60)days of receiving the application. 47 C.F.R. 1.40001(c)(2) (Emphasis added). (Note, the sixty (60)-day period is also known as the"Shot Clock"). Thus, the city must approve this application within sixty (60)days of its receipt, no later than June 21, 2022. The FCC Order provides that upon a municipality's failure to act prior to expiration of the Shot Clock, the "request shall be deemed granted" and AT&T will be legally entitled to proceed with construction. 47 C.F.R. 1.40001(c)(4). Note that the FCC Order does allow the Shot Clock to be tolled if an application is incomplete. However, in order to do so, a municipality must provide written notice that the application is incomplete within thirty (30)days of the submittal. 47 C.F.R. 1.40001(c)(3)(i). The notice must"clearly and specifically" describe the missing documents or information, 47 C.F.R. 1.40001(c)(3)(i), and, as previously mentioned, such documentation must be necessary to the determination of whether the application qualifies as an eligible facilities request. If the municipality requests additional information after the first thirty (30) days have passed, we will still provide any "reasonably related" information allowed under the FCC Order, but the Shot Clock will not be tolled. In light of the foregoing,DISH respectfully requests that its proposed equipment upgrades be approved. In the meantime, if you have any questions, please feel free to call or email me. Thank you for your cooperation. SincerelALQI'�_ Patrick O'Rourke Site Acquisition on behalf of DISH Wireless 516-263-8817 Patrick@Brennanshore.com AMERICAN TOWER® C O R P O R A T 1 0 N 1 AIRSMITH \ � ENGINEERING Structural Analysis Report Structure 100 ft Concealment Pole ATC Site Name Orient Point, NY ATC Site Number 373337 Engineering Number 13738829 C3 04 Proposed Carrier DISH WIRELESS L.L.C. Carrier Site Name NYNYCO2243B Carrier Site Number NYNYCO2243B Site Location : 23300 Main Road ORIENT, NY 11957-1102 41.1425, -72.2994 County : Suffolk Date December 9, 2021 Max Usage 89% Result Pass* Prepared By: Reviewed By: '��C-OF NEw J- Brad Davenport � Q�` R. JON�0 Airosmith Engineering * o y 6-t" Io: FSA 091187 SSION�' 12/9/2021 ATC Tower Services,Inc:3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com Eng. Number 13738829_C3_04 December 9, 2021 AME RMANTTOWER' Page. 2 Table of Contents Introduction...................................................................................................................................3 SupportingDocuments..................................................................................................................3 Analysis ..........................................................................................................................................3 Conclusion ............................................................................................................... 3 .............. Existing and Reserved Equipment..................................................................................................4 Equipmentto be Removed............................................................................................................4 ProposedEquipment.....................................................................................................................4 StructureUsages............................................................................................................................5 Foundations...................................................................................................................................5 Deflectionand Sway* ....................................................................................................................5 StandardConditions ......................................................................................................................6 Calculations ....................................................................Attached ATC Tower Services,Inc.-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468.0112 Office-919-466-5414 Fax-www.americantower.com Eng. Number 13738829_C3_04 December 9, 2021 AMERICAN TOWER° Page. 3 oerowwroe Introduction The purpose of this report is to summarize results of a structural analysis performed on the 100 ft Concealment Pole to reflect the change in loading by DISH WIRELESS L.L.C.. Supporting Documents Tower Drawings Drawing#105-12113-1, dated May 17, 2005 Foundation DrawinggEDrawing#105-12113-2, dated May 17, 2005 Geotechnical Reportoject#05-074, dated May 4, 2005 Modifications oject#83145.142118, dated November 3, 2017* Analysis The tower was analyzed using American Tower Corporation's tower analysis software. This program considers an elastic three-dimensional model and second-order effects per ANSI/TIA-222. Basic Wind Speed: 128 mph (3-second gust) Basic Wind Speed w/Ice: 50 mph (3-second gust)w/1.00" radial ice concurrent Code: ANSI/TIA-222-H/2018 IBC/2020 New York Building Code Exposure Category: C Risk Category: II Topographic Factor Procedure. Method 1 Topographic Category: 1 Crest Height(H): 0 ft Crest Length (L): 0 ft Spectral Response: Ss=0.18,S,_=0.05 Site Class: D-Stiff Soil- Default Conclusion Based on the analysis results, the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please contact American Tower via email at Engineering@americantower.com. Please include the American Tower site name, site number, and engineering number in the subject line for any questions. ATC Tower Services,In 3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com Eng. Number 13738829_C3_04 December 9, 2021 AMERICANTTOWER' Page.4 Existing and Reserved Equipment Elev.1(ft) Qty Equipment MountType Lines Carrier 98.0 1 Generic 4'Omni Side Arm (1)7/8"Coax OTHER 96.0 6 Andrew ETT19V2S12UB 3 Commscope SBNHH-ID65B Canister (18) 7/8"Coax T-MOBILE 93.0 1 Generic 5'Dipole Side Arm (1)7/8"Coax OTHER 85.0 6 Amphenol Ante] CWX063X13G00 6 RFS FDAP5002/1C-31- Canister (12)7/8"Coax VERIZON WIRELESS 3 Commscope CBC71726-DP-2X (6)3/8" (0.38"- 76.0 3 CCI HPA-65F-BUU-H2 9.5mm) RET 3 Quintel QS4658-3E Canister AT&T MOBILITY Control Cable 6 Commscope CBC782123-DS (12)7/8" Coax 55.0 1 Generic 12'Omni 1 Generic 12' Dipole 52.0 1 Generic 8'Omni Side Arm (4) 1/2"Coax OTHER 50.0 1 Generic 4'Omni Equipment to be Removed Elev.1(ft) Qty Equipment MountType Lines Carrier No loading was considered as removed as part of this analysis. Proposed Equipment Elev.1(ft) Qty Equipment MountType Lines Carrier 66.0 3 Commscope CDX623T-DS-T 3 Commscope FVV-65B-R3 Canister (12)7/8"Coax DISH WIRELESS L.L.C. 'Contracted elevations are shown for appurtenances within contracted installation tolerances.Appurtenances outside of contract limits are shown at installed elevations. Install proposed lines inside the pole shaft. ATC Tower Services,Inc.-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com AEng. Number 13738829_C3_04 December 9, 2021 AMERICAN TOWER°CICRATIOI Page. 5 Structure Usages Structural Component Controlling Pass/Fail Usage Anchor Bolts 78% Pass Shaft 48% Pass Base Plate 1 17% 1 Pass Flange 13% Pass Foundations Original Design Factored Design Reaction Component * Analysis Reactions %of Design Reactions Reactions Moment(Kips-Ft) 618.0 834.3 537.2 64% Shear(Kips) 8.9 12.0 10.6 89% *The design reactions are factored by 1.35 per ANSI/TIA-222-H,Sec. 15.6.2 The structure base reactions resulting from this analysis are acceptable when compared to those shown on the original structure drawings,therefore no modification or reinforcement of the foundation will be required. Deflection and Sway* Antenna Sway Elevation Antenna - Carrier Deflection (ft) (ft) (Rotation) 66.0 Commscope FVV-656-R3 (°) Commscope CDX623T-DS-T DISH WIRELESS L.L.C. 0.142 0.320 *Deflection and Sway was evaluated considering a design wind speed of.60 mph(3-Second Gust)per ANSI/TIA-222-H ATC Tower Services,Inc.-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com AEng. Number 13738829_C3_04 December 9, 2021 AMERICAN TOWER' Page. 6 Standard Conditions All engineering services performed by ATC Tower Services, Inc.are prepared on the basis that the information used is current and correct. This information may consist of, but is not limited to the following: • Information supplied by the client regarding antenna, mounts and feed line loading • Information from drawings, design and analysis documents, and field notes in the possession of ATC Tower Services, Inc. It is the responsibility of the client to ensure that the information provided to ATC Tower Services, Inc. and used in the performance of our engineering services is correct and complete. All assets of American Tower Corporation, its affiliates, and subsidiaries (collectively "American Tower") are inspected at regular intervals. Based upon these inspections and in the absence of information to the contrary, American Tower assumes that all structures were constructed in accordance with the drawings and specifications. Unless explicitly agreed by both the client and ATC Tower Services, Inc., all services will be performed in accordance with the current revision of ANSI/TIA-222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services, Inc. is not responsible for the conclusions, opinions and recommendations made by others based on the information supplied herein. ATC Tower Services,Inc:3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com - JOB INFORMATION--_-.____�___._______--..______-_____-__ "Ks ._ ..__ ____._ _ �_ - __- Y_ _____.�--- ----- ----- -----_- i Asset: 373337,Orient Point Height: 100 ft Client: DISH WIRELESS L.L.C. Base Width: 41.375 Code: ANSI/TIA-222-H Shape: 18 Sides SITE PARAMETERS -- - -- ~"--? Base Elev(ft): 0.00 -y Structure Class: II Taper: 0.10900(In/ft) Exposure: C 140-� Topographic Category: 1 Topographic Feature: Topo Method: Method 1 10'0" 93'-0" 5116"Thick (35 KSI) __ ___ - - _SECTION PROPERTIES Diameter(in) a 90-(r Across Flats Overlap Steel Shaft Length Thick Length Grade Section (ft) Top Bottom (in) Joint Type (in) Shape (ksi) 85'-0" 10'_0° 112"Thick 1 45.000 36.45 41.38 0.250 0.000 18 Sides 65 (42 KSI} 2 10.000 36.40 37.50 0.250 Slip Joint 60.000 18 Sides 65 3 10.000 12.75 12.75 0.500 Butt Joint 0.000 Round 42 4 10.000 12.75 12.75 0.500 Butt Joint 0.000 Round 42 70-0" 19_01 5 10.000 12.75 12.75 0.500 Butt Joint 0.000 Round 42 1)2"Thick 6 10.000 12.75 12.75 0.500 Butt Joint 0.000 Round 42 (42 KSI) 7 10.000 8.62 8.62 0.322 Butt Joint 0.000 Round 35 DISCRETE APPURTENANCE 60-0" 19-0" Attach Force 00-V 1/2"Thick Elev(ft) Elev(ft) Qty Description (42 KSI) 60-0" 98.0 100.0 1 Generic 4'Omni 96.0 96.0 6 Andrew ETT19V2S12UB 96.0 96.0 3 Commscope SBNHH-1 D65B 55'-0" 10'-0" 93.0 95.5 1 Generic 5'Dipole 1(42 KSI}ck (42 52!-0" (42 85.0 85.0 6 RFS FDAP5002/1C-31- 85.0 85.0 6 Amphenol Antel CWX063X13G00 50-50'-0" 160._0" 85.0 85.0 1 Concealment Canister 48'-0" 76.0 76.0 3 Commscope CBC71726-DP-2X 45-0" L 76.0 76.0 6 Commscope CBC782123-DS 16 0" 76.0 76.0 3 CCI HPA-65F-BUU-H2 .114"Thick 76.0 76.0 3 Quintel QS4658-3E (65 KSI) 75.0 75.0 1 Concealment Canister g0^ 66.0 66.0 3 Commscope CDX623T-DS-T 46•_6" 66.0 66.0 3 Commscope FW-65B-R3 65.0 65.0 1 Concealment Canister 55.0 55.0 1 Generic 12'Omni 55.0 55.0 1 Generic 12'Dipole 55.0 55.0 1 Concealment Canister 52.0 56.0 1 Generic 8'Omni 50.0 52.0 1 Generic 4'Omni 45-0" 114"Thick 48.0 48.0 4 Generic Round Side Arm (65 KSI) LINEAR APPURTENANCE Elev Elev Exp To From(ft) To(ft) Description Wind 0.0 98.0 7/8"Coax No 0.0 96.0 7/8"Coax No 0.0 93.0 7/8"Coax No 0.0 85.0 7/8"Coax No 0.0 76.0 7/8"Coax No 0.0 76.0 3/8"(0.38"-9.5mm)RET Control Cable No 6'0 0.0 66.0 7/8"Coax No 0.0 55.0 1/2"Coax No 0.0 52.0 1/2"Coax No 0.0 50.0 1/2"Coax No ------------------ ---------- ------ - ----- - - ------------ --- -- _ _ LOAD CASES128 m_ - ph wind with no ice -- 0.91D+1.OW 128 mph wind with no ice 1.2D+1.ODi+1.OWi 50 mph wind with 1"radial ice 1.2D+1.OEv+1.OEh Seismic ©2007-2020 by ATC LLC.All rights reserved. Page 1 of 2 Model I D:20174 12/9/2021 15:43:03 _r__—JOB INFORMATIO_N. --"`�"—'-�—`—' -- —•---__,_f Asset 373337,Orient Point w �� Height: 100 ft -v -------- -__ Client: DISH WIRELESS L.L.C. Base Width: 41.375 Code: ANSI/TIA-222-H Shape: 18 Sides 0.9D-1.0Ev+1.0Eh Seismic(Reduced DL) 1.OD+1.OW 60 mph Wind with No Ice _____ ___REACTIONS_ Moment � Shear Axial Load Case (kip-ft) (Kip) (Kip) 1.2D+1.0W 537.23 10.64 14.84 0.9D+1.0W 535.41 10.64 11.13 1.2D+1.ODi+1.OVV 142.48 2.78 19.87 1.21)+1.0Ev+1.0Eh 38.26 0.60 14.53 0.9D-1.0Ev+1.OEh 38.09 0.60 10.09 1.01)+1.OW 110.50 2.15 12.38 DISH DEFLECTI.ONS Attach Deflection Rotation J Load Case El (ft) (in) (deg) ©2007-2020 by ATC LLC.All rights reserved. Page 2 of 2 Model ID:20174 12/9/2021 15:43:03 ASSET: 373337,Orient Point CODE: ANSI/TIA-222-H CUSTOMER: DISH WIRELESS L.L.C. ENG NO: 13738829 C3 04 ------ ; _� _ ANALYSIS_ PARAME_TERS_--__��' ___.__ Location: Suffolk County,NY Height: 100 ft -� Type and Shape: Custom,Round Base Diameter: 41.38 in Manufacturer: Undetermined Top Diameter. 8.63 in Kd(non-service): 0.95 Taper: 0.1090 in/ft Ke: 1.00 Rotation: 0.0000 _ ICE &_WIND P_ARAM_ET_ERS Exposure Category: -_--C__`__�__ -"Design Wind Speed w/o Ice:- _ 128 mph -�—'--------_----------_-____ Risk Category: II Design Wind Speed wIlce: 50 mph Topo Factor Procedure: Method 1 Operational Wind Speed: 60 mph Topographic Category: 1 Design Ice Thickness: 1.00 in Crest Height: Oft HMSL: 17.00 It - - - - --- - -- - - -SEISMIC PARAMETERS -- Analysis Method: Equivalent Lateral Force Method Site Class: D-Stiff Soil Period Based on Rayleigh Method(sec): 1.12 TL(sec): 6 P: 1 C5: 0.049 Ss: 0.183 SI; 0.051 CS Max: 0.049 Fa: 1.600 F,,; 2.400 CS Min: 0.030 Sds: 0.195 Sdi: 0.082 --- _LOAD CASES 1.2D+1.OW 128 mph wind with no ice - 0.9D+1.OW 128 mph wind with no ice 1.21)+1.0Di+1.OVUi 50 mph wind with 1"radial ice 1.21)+1.OEv+1.OEh Seismic 0.9D-1.OEv+1.0Eh Seismic(Reduced DL) 1.OD+1.0W 60 mph Wind with No Ice ©2007-2020 by ATC LLC.All rights reserved. Page 1 of 12 Model Id:20174 Scenario Id:182955 12/9/2021 15:43:07 ASSET: 373337,Orient Point CODE: ANSI/fIA-222-H CUSTOMER: DISH WIRELESS L.L.C. ENG NO: 13738829 C3 04 SHAFT_SECTION PRORERTIES--- Slip Bottom Top Sect Length Thick Fy Joint Joint Weight Dia Elev Area Ix W/t D/t Dia Elev Area Ix W/t D/t Taper Info (ft) (in) (ksi) Type len(in) (lb) (in) (ft) (int) (in4) Ratio Ratio (in) (in) (int) (in4) Ratio Ratio (m/ft) 1-18 45.00 0.2500 65 0.00 4,697 41.38 0.000 32.63 6,972.7 27.42 165.50 36.45 45.00 28.72 4,754.7 23.94 145.79 0.1095 2-18 10.00 0.2500 65 Slip 60.00 991 37.50 40.000 29.55 5,179.5 24.68 149.98 36.40 50.00 28.68 4,736.0 23.91 145.60 0.1095 3-R 10.00 0.5000 42 Butt 0.00 655 12.75 50.000 19.24 361.2 0.00 25.50 12.75 60.00 19.24 361.2 0.00 25.50 0.0000 4-R 10.00 0.5000 42 Butt 0.00 655 12.75 60.000 19.24 361.2 0.00 25.50 12.75 70.00 19.24 361.2 0.00 25.50 0.0000 5-R 10.00 0.5000 42 Butt 0.00 655 12.75 70.000 19.24 361.2 0.00 25.50 12.75 80.00 19.24 361.2 0.00 25.50 0.0000 6-R 10.00 0.5000 42 Buff 0.00 655 12.75 80.000 19.24 361.2 0.00 25.50 12.75 90.00 19.24 361.2 0.00 25.50 0.0000 7-R 10.00 0.3220 35 Butt 0.00 286 8.62 90.000 8.40 72.4 0.00 26.79 8.62 100.00 8.40 72.4 0.00 26.79 0.0000 Shaft Weight 8,594 ___'DISCRETE APPURTENANCE PROPERTIES _ Attach Vert - No Ice Ice Elev Ecc Weight EPAa Orientation Weight EPAa Orientation (ft) Description Qty Ka (ft) (lb) (sf) Factor (Ib) (sf) Factor 98.00 Generic 4'Omni 1 1.00 2.000 10.00 1.000 1.00 29.96 1.552 1.00 96.00 Commscope SBNHH-1 D65B 3 1.00 0.000 50.70 8.173 0.01 162.77 9.980 0.01 96.00 Andrew ETT19V2S12UB 6 1.00 0.000 11.00 0.572 0.01 21.69 0.900 0.01 93.00 Generic 5'Dipole 1 1.00 2.500 15.00 1.740 1.00 50.85 3.174 1.00 85.00 Concealment Canister 1 1.00 0.000 69.30 14.310 1.00 99.68 20.583 1.00 85.00 Amphenol Antel CWX063X13G00 6 1.00 0.000 26.70 5.443 0.01 107.14 6.691 0.01 85.00 RFS FDAP5002/1C-3L 6 1.00 0.000 6.40 0.450 0.01 15.06 0.739 0.01 76.00 Commscope CBC71726-DP-2X 3 1.00 0.000 13.90 0.360 0.01 22.94 0.617 0.01 76.00 Quintel QS4658-3E 3 1.00 0.000 68.00 5.553 0.01 160.60 6.813 0.01 76.00 CCI HPA-65F-BUU-H2 3 1.00 0.000 15.20 2.568 0.01 58.40 3.234 0.01 76.00 Commscope CBC782123-DS 6 1.00 0.000 13.00 0.727 0.01 23.86 1.084 0.01 75.00 Concealment Canister 1 1.00 0.000 69.30 14.310 1.00 99.29 20.503 1.00 66.00 Commscope CDX623T-DS-T 3 1.00 0.000 10.10 0.371 0.01 18.88 0.637 0.01 66.00 Commscope FVV-65B-R3 3 1.00 0.000 43.90 8.024 0.01 150.68 9.739 0.01 65.00 Concealment Canister 1 1.00 0.000 69.30 14.310 1.00 98.85 20.411 1.00 55.00 Generic 12'Omni 1 1.00 0.000 40.00 3.600 1.00 94.71 6.189 1.00 55.00 Concealment Canister 1 1.00 0.000 69.30 14.310 1.00 98.39 20.317 1.00 55.00 Generic 12'Dipole 1 1.00 0.000 40.00 4.510 1.00 120.35 8.823 1.00 52.00 Generic 8'Omni 1 1.00 4.000 25.00 2.400 1.00 61.58 4.047 1.00 50.00 Generic 4'Omni 1 1.00 2.000 10.00 1.000 1.00 28.64 1.515 1.00 48.00 Generic Round Side Arm 4 1.00 0.000 187.50 5.200 0.67 241.83 6.814 0.67 Totals _Num Loadings_21 56 2,115.20 - 4,478.93 - _- - - --- - - -- - --- LINEAR APPURTENANCE PROPERTIES -- - "--- Load Case Azimuth(deg) Dist Elev Elev Coax Coax Max Dist Dist From From To Dia Wt Coax/ Between Between Azimuth Face Exposed (ft) (ft) Qty Description (in) (Ib/ft) Flat Row Rows(in) Cols(in) (deg) (in) To Wind Carrier 0.00 98.00 1 7/8"Coax 1.09 0.33 N 0 0 0 0 0 N Other 0.00 96.00 18 7/8"Coax 1.09 0.33 N 0 0 0 0 0 N T-MOBILE 0.00 93.00 1 7/8"Coax 1.09 0.33 N 0 0 0 0 0 N Other 0.00 85.00 12 7/8"Coax 1.09 0.33 N 0 0 0 0 0 N VERIZON WIREL 0.00 76.00 12 7/8"Coax 1.09 0.33 N 0 0 0 0 0 N AT&T MOBILITY 0.00 76.00 6 3/8"(0.38"-9.5mm)R 0.38 0.23 N 0 0 0 0 0 N AT&T MOBILITY 0.00 66.00 12 7/8"Coax 1.09 0.33 N 0 0 0 0 0 N DISH WIRELESS 0.00 55.00 2 1/2"Coax 0.63 0.15 N 0 0 0 0 0 N Other 0.00 52.00 1 1/2"Coax 0.63 0.15 N 0 0 0 0 0 N Other 0.00 50.00 1 1/2"Coax 0.63 0.15 N 0 0 0 0 0 N Other ©2007-2020 by ATC LLC.All rights reserved. Page 2 of 12 Model Id:20174 Scenario Id:182955 12/9/2021 15:43:07 ASSET: 373337,Orient Point CODE: ANSI/TIA-222-H CUSTOMER: DISH WIRELESS L.L.C. ENG NO: 13738829 C3 04 (Max Len: 5.ft) Seg Top Description Thick Flat Dia Area Ix W/t D/t F'y S Z Weight Elev(ft) (in) (in) (inz) (in4) Ratio Ratio (ksi) (in3) (in3) (lb) 0.00 0.2500 41.375 32.632 6,972.70 27.42 165.50 69.2 331.9 0.0 0.0 5.00 0.2500 40.828 32.197 6,697.90 27.03 163.31 69.6 323.1 0.0 551.5 10.00 0.2500 40.280 31.763 6,430.40 26.65 161.12 70.1 314.4 0.0 544.1 15.00 0.2500 39.733 31.328 6,170.20 26.26 158.93 70.5 305.9 0.0 536.7 20.00 0.2500 39.185 30.894 5,917.00 25.87 156.74 71 297.4 0.0 529.3 25.00 0.2500 38.638 30.459 5,670.90 25.49 154.55 71.4 289.1 0.0 521.9 30.00 0.2500 38.090 30.025 5,431.70 25.10 152.36 71.9 280.9 0.0 514.5 35.00 0.2500 37.543 29.591 5,199.30 24.72 150.17 72.3 272.8 0.0 507.1 40.00 Bat-Section 2 0.2500 36.995 29.156 4,973.70 24.33 147.98 72.8 264.8 0.0 499.8 45.00 Top-Section 1 0.2500 36.948 29.118 4,954.40 24.30 147.79 72.8 264.1 0.0 991.5 48.00 0.2500 36.619 28.858 4,822.60 24.06 146.48 73.1 259.4 0.0 295.9 50.00 Top-Section 2 0.2500 36.400 28.684 4,736.00 23.91 145.60 73.3 256.3 0.0 195.8 50.00 Bat-Section 3 0.5000 12.750 19.242 361.20 0.00 25.50 42 56.7 75.1 52.00 0.5000 12.750 19.242 361.20 0.00 25.50 42 56.7 75.1 131.0 55.00 0.5000 12.750 19.242 361.20 0.00 25.50 42 56.7 75.1 196.4 60.00 Top-Section 3 0.5000 12.750 19.242 361.20 0.00 25.50 42 56.7 75.1 327.4 60.00 Bot-Section 4 0.5000 12.750 19.242 361.20 0.00 25.50 42 56.7 75.1 65.00 0.5000 12.750 19.242 361.20 0.00 25.50 42 56.7 75.1 327.4 66.00 0.5000 12.750 19.242 361.20 0.00 25.50 42 56.7 75.1 65.5 70.00 Top-Section 4 0.5000 12.750 19.242 361.20 0.00 25.50 42 56.7 75.1 261.9 70.00 Bot-Section 5 0.5000 12.750 19.242 361.20 0.00 25.50 42 56.7 75.1 75.00 0.5000 12.750 19.242 361.20 0.00 25.50 42 56.7 75.1 327.4 76.00 0.5000 12.750 19.242 361.20 0.00 25.50 42 56.7 75.1 65.5 80.00 Top-Section 5 0.5000 12.750 19.242 361.20 0.00 25.50 42 56.7 75.1 261.9 80.00 Bot-Section 6 0.5000 12.750 19.242 361.20 0.00 25.50 42 56.7 75.1 85.00 0.5000 12.750 19.242 361.20 0.00 25.50 42 56.7 75.1 327.4 90.00 Top-Section 6 0.5000 12.750 19.242 361.20 0.00 25.50 42 56.7 75.1 327.4 90.00 Bot-Section 7 0.3220 8.625 8.399 72.40 0.00 26.79 35 16.8 22.2 93.00 0.3220 8.625 8.399 72.40 0.00 26.79 35 16.8 22.2 85.7 95.00 0.3220 8.625 8.399 72.40 0.00 26.79 35 16.8 22.2 57.2 96.00 0.3220 8.625 8.399 72.40 0.00 26.79 35 16.8 22.2 28.6 98.00 0.3220 8.625 8.399 72.40 0.00 26.79 35 16.8 22.2 57.2 100.00 0.3220 8.625 8.399 72.40 0.00 26.79 35 16.8 22.2 57.2 Totals: 8,593.2 ©2007-2020 by ATC LLC.All rights reserved. Page 3 of 12 Model Id:20174 Scenario Id:182955 12/9/2021 15:43:08 ASSET: 373337,Orient Point CODE: ANSI/TIA-222-H CUSTOMER: DISH WIRELESS L.L.C. ENG NO: 13738829 C3 04 Load Case:1.2D+1.OW 128 mph wind with no ice 23 Iterations Gust Response Factor: 1.10 Dead load Factor: 1.20 Wind Load Factor: 1.00 CALCULATED FORCES Seg Pu Vu Tu Mu Mu Resultant Phi Phi Phi Phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft kips) (ft kips) (in) (deg) Ratio 0.00 -14.84 -10.64 0.00 -537.2 0.00 537.23 2,030.86 572.68 2,127.13 1,721.50 0 0 0.320 5.00 -14.04 -10.19 0.00 -484.0 0.00 484.03 2,016.99 565.06 2,070.87 1,686.84 0.06 -0.1 0.294 10.00 -13.25 -9.75 0.00 -433.1 0.00 433.07 2,002.76 557.43 2,015.37 1,652.20 0.22 -0.2 0.269 15.00 -12.47 -9.30 0.00 -384.3 0.00 384.32 1,988.17 549.81 1,960.62 1,617.60 0.48 -0.29 0.244 20.00 -11.70 -8.84 0.00 , -337.8 0.00 337.81 1,973.23 542.19 1,906.63 1,583.04 0.83 -0.38 0.220 25.00 -10.95 -8.35 0.00 -293.6 0.00 293.63 1,957.93 534.56 1,853.39 1,548.54 1.27 -0.45 0.195 30.00 -10.20 -7.85 0.00 -251.9 0.00 251.88 1,942.28 526.94 1,800.90 1,514.11 1.78 -0.52 0.172 35.00 -9.47 -7.34 0.00 -212.6 0.00 212.63 1,926.27 519.31 1,749.17 1,479.76 2.35 -0.58 0.149 40.00 -8.75 -6.81 0.00 -175.9 0.00 175.94 1,909.91 511.69 1,698.19 1,445.50 2.99 -0.63 0.126 45.00 -7.44 -6.37 0.00 -141.9 0.00 141.88 1,908.47 511.03 1,693.81 1,442.54 3.68 -0.68 0.102 48.00 -6.12 -5.43 0.00 -122.8 0.00 122.76 1,898.47 506.45 1,663.62 1,422.04 4.12 -0.7 0.090 50.00 -5.82 -5.24 0.00 -111.8 0.00 111.80 1,891.73 503.40 1,643.65 1,408.40 4.41 -0.72 0.083 50.00 -5.82 -5.24 0.00 -111.8 0.00 111.80 727.36 218.21 235.01 236.48 4.41 -0.72 0.481 52.00 -5.58 -5.05 0.00 -100.8 0.00 100.85 727.36 218.21 235.01 236.48 4.72 -0.73 0.435 55.00 -5.09 -3.85 0.00 -85.7 0.00 85.69 727.36 218.21 235.01 236.48 5.25 -0.95 0.370 60.00 -4.56 -3.70 0.00 -66.4 0.00 66.44 727.36 218.21 235.01 236.48 6.4 -1.25 0.287 65.00 -3.98 -2.88 0.00 -47.9 0.00 47.92 727.36 218.21 235.01 236.48 7.84 -1.47 0.208 66.00 -3.68 -2.78 0.00 -45.0 0.00 45.05 727.36 218.21 235.01 236.48 8.15 -1.51 0.196 70.00 -3.29 -2.63 0.00 -33.9 0.00 33.93 727.36 218.21 235.01 236.48 9.47 -1.64 0.148 75.00 -2.74 -1.77 0.00 -20.8 0.00 20.79 727.36 218.21 235.01 236.48 11.25 -1.74 0.092 76.00 -2.21 -1.65 0.00 -19.0 0.00 19.02 727.36 218.21 235.01 236.48 11.61 -1.76 0.084 80.00 -1.85 -1.49 0.00 -12.4 0.00 12.40 727.36 218.21 235.01 236.48 13.11 -1.81 0.055 85.00 -1.10 -0.51 0.00 -4.9 0.00 4.94 727.36 218.21 235.01 236.48 15.02 -1.84 0.022 90.00 -0.67 -0.38 0.00 -2.4 0.00 2.38 727.36 218.21 235.01 236.48 16.96 -1.86 0.011 90.00 -0.67 -0.38 0.00 -2.4 0.00 2.38 264.58 79.37 57.94 58.30 16.96 -1.86 0.043 93.00 -0.53 -0.22 0.00 -1.0 0.00 1.01 264.58 79.37 57.94 58.30 18.13 -1.86 0.019 95.00 -0.45 -0.18 0.00 -0.6 0.00 0.57 264.58 79.37 57.94 58.30 18.91 -1.87 0.011 96.00 -0.15 -0.12 0.00 -0.4 0.00 0.39 264.58 79.37 57.94 58.30 19.3 -1.87 0.007 98.00 -0.07 -0.02 0.00 -0.0 0.00 0.04 264.58 79.37 57.94 58.30 20.08 -1.87 0.001 100.00 0.00 -0.02 0.00 0.0 0.00 0.00 264.58 79.37 57.94 58.30 20.87 -1.87 0.000 ©2007-2020 by ATC LLC.All rights reserved. Page 4 of 12 Model Id:20174 Scenario Id:182955 12/9/2021 15:43:08 ASSET: 373337,Orient Point CODE: ANSI/TIA-222-H CUSTOMER: DISH WIRELESS L.L.C. ENG NO: 13738829 C3 04 Load Case:0.91D+1.OW 128 mph wind with no ice 23 Iterations Gust Response Factor: 1.10 Dead load Factor: 0.90 Wind Load Factor: 1.00 CALCULATED FORCES Seg Pu Vu Tu Mu Mu Resultant Phi Phi Phi Phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft kips) (ft kips) (in) (deg) Ratio 0.00 -11.13 -10.64 0.00 -535.4 0.00 535.41 2,030.86 572.68 2,127.13 1,721.50 0 0 0.317 5.00 -10.52 -10.18 0.00 -482.2 0.00 482.23 2,016.99 565.06 2,070.87 1,686.84 0.06 -0.1 0.291 10.00 -9.93 -9.74 0.00 -431.3 0.00 431.31 2,002.76 557.43 2,015.37 1,652.20 0.22 -0.2 0.266 15.00 -9.34 -9.28 0.00 -382.6 0.00 382.63 1,988.17 549.81 1,960.62 1,617.60 0.48 -0.29 0.242 20.00 -8.76 -8.81 0.00 -336.2 0.00 336.21 1,973.23 542.19 1,906.63 1,583.04 0.83 -0.37 0.217 25.00 -8.19 -8.33 0.00 -292.1 0.00 292.14 1,957.93 534.56 1,853.39 1,548.54 1.26 -0.45 0.193 30.00 -7.63 -7.83 0.00 -250.5 0.00 250.51 1,942.28 526.94 1,800.90 1,514.11 1.77 -0.52 0.170 35.00 -7.08 -7.31 0.00 -211.4 0.00 211.38 1,926.27 519.31 1,749.17 1,479.76 2.34 -0.58 0.147 40.00 -6.54 -6.79 0.00 -174.8 0.00 174.82 1,909.91 511.69 1,698.19 1,445.50 2.98 -0.63 0.125 45.00 -5.56 -6.35 0.00 -140.9 0.00 140.89 1,908.47 511.03 1,693.81 1,442.54 3.66 -0.68 0.101 48.00 -4.57 -5.41 0.00 -121.8 0.00 121.84 1,898.47 506.45 1,663.62 1,422.04 4.1 -0.7 0.088 50.00 -4.35 -5.22 0.00 -110.9 0.00 110.92 1,891.73 503.40 1,643.65 1,408.40 4.39 -0.71 0.081 50.00 -4.35 -5.22 0.00 -110.9 0.00 110.92 727.36 218.21 235.01 236.48 4.39 -0.71 0.476 52.00 -4.17 -5.03 0.00 -100.0 0.00 100.01 727.36 218.21 235.01 236.48 4.7 -0.73 0.429 55.00 -3.80 -3.82 0.00 -84.9 0.00 84.91 727.36 218.21 235.01 236.48 5.22 -0.94 0.365 60.00 -3.40 -3.67 0.00 -65.8 0.00 65.78 727.36 218.21 235.01 236.48 6.37 -1.24 0.283 65.00 -2.97 -2.85 0.00 -47.4 0.00 47.41 727.36 218.21 235.01 236.48 7.8 -1.46 0.205 66.00 -2.75 -2.75 0.00 -44.6 0.00 44.56 727.36 218.21 235.01 236.48 8.11 -1.5 0.192 70.00 -2.45 -2.60 0.00 -33.6 0.00 33.55 727.36 218.21 235.01 236.48 9.42 -1.62 0.145 75.00 -2.05 -1.75 0.00 -20.5 0.00 20.54 727.36 218.21 235.01 236.48 11.18 -1.73 0.090 76.00 -1.64 -1.64 0.00 -18.8 0.00 18.79 727.36 218.21 235.01 236.48 11.54 -1.75 0.082 80.00 -1.37 -1.48 0.00 -12.2 0.00 12.24 727.36 218.21 235.01 236.48 13.03 -1.79 0.054 85.00 -0.82 -0.50 0.00 -4.9 0.00 4.86 727.36 218.21 235.01 236.48 14.93 -1.83 0.022 90.00 -0.50 -0.37 0.00 -2.4 0.00 2.35 727.36 218.21 235.01 236.48 16.85 -1.84 0.011 90.00 -0.50 -0.37 0.00 -2.4 0.00 2.35 264.58 79.37 57.94 58.30 16.85 -1.84 0.042 93.00 -0.40 -0.21 0.00 -1.0 0.00 0.99 264.58 79.37 57.94 58.30 18.01 -1.85 0.019 95.00 -0.33 -0.18 0.00 -0.6 0.00 0.56 264.58 79.37 57.94 58.30 18.78 -1.85 0.011 96.00 -0.11 -0.12 0.00 -0.4 0.00 0.39 264.58 79.37 57.94 58.30 19.17 -1.85 0.007 98.00 -0.05 -0.02 0.00 -0.0 0.00 0.04 264.58 79.37 57.94 58.30 19.95 -1.86 0.001 100.00 0.00 -0.02 0.00 0.0 0.00 0.00 264.58 79.37 57.94 58.30 20.72 -1.86 0.000 ©2007-2020 by ATC LLC.All rights reserved. Page 5 of 12 Model Id:20174 Scenario Id:182955 12/9/2021 15:43:08 ASSET: 373337,Orient Point CODE: ANSI/TIA-222-H CUSTOMER: DISH WIRELESS L.L.C. ENG NO: 13738829 C3 04 Load Case:1.2D+1.ODi+1.OWi 50 mph wind with 1"radial ice 22 Iterations Gust Response Factor: 1.10 Ice Dead Load Factor 1.00 Dead load Factor: 1.20 Ice Importance Factor 1.00 Wind Load Factor: 1.00 CALCULATED FORCES Seg Pu Vu Tu Mu Mu Resultant Phi Phi Phi Phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft kips) (ft kips) (in) (deg) Ratio 0.00 -19.87 -2.78 0.00 -142.5 0.00 142.48 2,030.86 572.68 2,127.13 1,721.50 0 0 0.093 5.00 -18.88 -2.67 0.00 -128.6 0.00 128.58 2,016.99 565.06 2,070.87 1,686.84 0.02 -0.03 0.086 10.00 -17.88 -2.55 0.00 -115.2 0.00 115.24 2,002.76 557.43 2,015.37 1,652.20 0.06 -0.05 0.079 15.00 -16.88 -2.44 0.00 -102.5 0.00 102.48 1,988.17 549.81 1,960.62 1,617.60 0.13 -0.08 0.072 20.00 -15.89 -2.32 0.00 -90.3 0.00 90.30 1,973.23 542.19 1,906.63 1,583.04 0.22 -0.1 0.065 25.00 -14.90 -2.19 0.00 -78.7 0.00 78.72 1,957.93 534.56 1,853.39 1,548.54 0.34 -0.12 0.058 30.00 -13.92 -2.06 0.00 -67.8 0.00 67.78 1,942.28 526.94 1,800.90 1,514.11 0.47 -0.14 0.052 35.00 -12.95 -1.92 0.00 -57.5 0.00 57.50 1,926.27 519.31 1,749.17 1,479.76 0.63 -0.15 0.046 40.00 -11.98 -1.78 0.00 -47.9 0.00 47.89 1,909.91 511.69 1,698.19 1,445.50 0.8 -0.17 0.039 45.00 -10.43 -1.67 0.00 -39.0 0.00 38.97 1,908.47 511.03 1,693.81 1,442.54 0.98 -0.18 0.032 48.00 -8.79 -1.46 0.00 -34.0 0.00 33.97 1,898.47 506.45 1,663.62 1,422.04 1.1 -0.19 0.029 50.00 -8.38 -1.41 0.00 -31.0 0.00 31.03 1,891.73 503.40 1,643.65 1,408.40 1.18 -0.19 0.026 50.00 -8.38 -1.41 0.00 -31.0 0.00 31.03 727.36 218.21 235.01 236.48 1.18 -0.19 0.143 52.00 -8.08 -1.35 0.00 -28.1 0.00 28.09 727.36 218.21 235.01 236.48 1.26 -0.2 0.130 55.00 -7.42 -1.05 0.00 -24.0 0.00 24.03 727.36 218.21 235.01 236.48 1.4 -0.26 0.112 60.00 -6.81 -1.00 0.00 -18.8 0.00 18.77 727.36 218.21 235.01 236.48 1.72 -0.34 0.089 65.00 -6.11 -0.81 0.00 -13.8 0.00 13.76 727.36 218.21 235.01 236.48 2.11 -0.41 0.067 66.00 -5.53 -0.78 0.00 -13.0 0.00 12.95 727.36 218.21 235.01 236.48 2.2 -0.42 0.062 70.00 -5.06 -0.72 0.00 -9.8 0.00 9.85 727.36 218.21 235.01 236.48 2.56 -0.45 0.049 75.00 -4.38 -0.52 0.00 -6.2 0.00 6.23 727.36 218.21 235.01 236.48 3.05 -0.48 0.032 76.00 -3.43 -0.48 0.00 -5.7 0.00 5.71 727.36 218.21 235.01 236.48 3.15 -0.49 0.029 80.00 -3.00 -0.42 0.00 -3.8 0.00 3.80 727.36 218.21 235.01 236.48 3.57 -0.5 0.020 85.00 -1.69 -0.18 0.00 -1.7 0.00 1.69 727.36 218.21 235.01 236.48 4.1 -0.51 0.009 90.00 -1.17 -0.13 0.00 -0.8 0.00 0.80 727.36 218.21 235.01 236.48 4.65 -0.52 0.005 90.00 -1.17 -0.13 0.00 -0.8 0.00 0.80 264.58 79.37 57.94 58.30 4.65 -0.52 0.018 93.00 -0.95 -0.08 0.00 -0.4 0.00 0.35 264.58 79.37 57.94 58.30 4.97 -0.52 0.010 95.00 -0.85 -0.06 0.00 -0.2 0.00 0.19 264.58 79.37 57.94 58.30 5.19 -0.52 0.006 96.00 -0.22 -0.04 0.00 -0.1 0.00 0.13 264.58 79.37 57.94 58.30 5.3 -0.52 0.003 98.00 -0.10 -0.01 0.00 -0.0 0.00 0.02 264.58 79.37 57.94 58.30 5.52 -0.52 0.001 100.00 0.00 -0.01 0.00 0.0 0.00 0.00 264.58 79.37 57.94 58.30 5.74 -0.52 0.000 ©2007-2020 by ATC LLC.All rights reserved. Page 6 of 12 Model Id:20174 Scenario Id:182955 12/9/2021 15:43:08 ASSET: 373337,Orient Point CODE: ANSI/TIA-222-H CUSTOMER: DISH WIRELESS L.L.C. ENG NO: 13738829 C3 04 Load Case:1.OD+1.0W 60 mph Wind with No Ice 22 Iterations Gust Response Factor: 1.10 Dead load Factor: 1.00 Wind Load Factor: 1.00 CALCULATED FORCES Seg Pu Vu Tu Mu Mu Resultant Phi Phi Phi Phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft kips) (ft kips) (in) (deg) Ratio 0.00 -12.38 -2.15 0.00 -110.5 0.00 110.50 2,030.86 572.68 2,127.13 1,721.50 0 0 0.070 5.00 -11.72 -2.07 0.00 -99.7 0.00 99.73 2,016.99 565.06 2,070.87 1,686.84 0.01 -0.02 0.065 10.00 -11.08 -1.98 0.00 -89.4 0.00 89.40 2,002.76 557.43 2,015.37 1,652.20 0.05 -0.04 0.060 15.00 -10.44 -1.89 0.00 -79.5 0.00 79.52 1,988.17 549.81 1,960.62 1,617.60 0.1 -0.06 0.054 20.00 -9.80 -1.80 0.00 -70.1 0.00 70.07 1,973.23 542.19 1,906.63 1,583.04 0.17 -0.08 0.049 25.00 -9.18 -1.70 0.00 -61.1 0.00 61.08 1,957.93 534.56 1,853.39 1,548.54 0.26 -0.09 0.044 30.00 -8.56 -1.60 0.00 -52.6 0.00 52.57 1,942.28 526.94 1,800.90 1,514.11 0.37 -0.11 0.039 35.00 -7.95 -1.50 0.00 -44.6 0.00 44.56 1,926.27 519.31 1,749.17 1,479.76 0.49 -0.12 0.034 40.00 -7.35 -1.40 0.00 -37.0 0.00 37.05 1,909.91 511.69 1,698.19 1,445.50 0.62 -0.13 0.029 45.00 -6.26 -1.31 0.00 -30.0 0.00 30.05 1,908.47 511.03 1,693.81 1,442.54 0.76 -0.14 0.024 48.00 -5.15 -1.13 0.00 -26.1 0.00 26.11 1,898.47 506.45 1,663.62 1,422.04 0.85 -0.15 0.021 50.00 -4.90 -1.09 0.00 -23.8 0.00 23.84 1,891.73 503.40 1,643.65 1,408.40 0.91 -0.15 0.020 50.00 -4.90 -1.09 0.00 -23.8 0.00 23.84 727.36 218.21 235.01 236.48 0.91 -0.15 0.108 52.00 -4.71 -1.05 0.00 -21.6 0.00 21.56 727.36 218.21 235.01 236.48 0.98 -0.15 0.098 55.00 -4.30 -0.81 0.00 -18.4 0.00 18.41 727.36 218.21 235.01 236.48 1.09 -0.2 0.084 60.00 -3.87 -0.78 0.00 -14.4 0.00 14.36 727.36 218.21 235.01 236.48 1.33 -0.26 0.066 65.00 -3.38 -0.61 0.00 -10.5 0.00 10.48 727.36 218.21 235.01 236.48 1.63 -0.31 0.049 66.00 -3.13 -0.59 0.00 -9.9 0.00 9.87 727.36 218.21 235.01 236.48 1.7 -0.32 0.046 70.00 -2.80 -0.56 0.00 -7.5 0.00 7.51 727.36 218.21 235.01 236.48 1.98 -0.35 0.036 75.00 -2.33 -0.39 0.00 -4.7 0.00 4.73 727.36 218.21 235.01 236.48 2.36 -0.37 0.023 76.00 -1.88 -0.36 0.00 -4.3 0.00 4.34 727.36 218.21 235.01 236.48 2.44 -0.38 0.021 80.00 -1.57 -0.33 0.00 -2.9 0.00 2.90 727.36 218.21 235.01 236.48 2.76 -0:39 0.014 85.00 -0.93 -0.13 0.00 -1.3 0.00 1.26 727.36 218.21 235.01 236.48 3.17 -0.4 0.007 90.00 -0.57 -0.10 0.00 -0.6 0.00 0.61 727.36 218.21 235.01 236.48 3.58 -0.4 0.003 90.00 -0.57 -0.10 0.00 -0.6 0.00 0.61 264.58 79.37 57.94 58.30 3.58 -0.4 0.013 93.00 -0.45 -0.06 0.00 -0.3 0.00 0.27 264.58 79.37 57.94 58.30 3.83 -0.4 0.006 95.00 -0.38 -0.05 0.00 -0.2 0.00 0.15 264.58 79.37 57.94 58.30 4 -0.4 0.004 96.00 -0.12 -0.03 0.00 -0.1 0.00 0.10 264.58 79.37 57.94 58.30 4.09 -0.4 0.002 98.00 -0.06 -0.01 0.00 -0.0 0.00 0.01 264.58 79.37 57.94 58.30 4.25 -0.4 0.000 100.00 0.00 -0.01 0.00 0.0 0.00 0.00 264.58 79.37 57.94 58.30 4.42 -0.4 0.000 ©2007-2020 by ATC LLC.A/1 rights reserved. Page 7 of 12 Model Id:20174 Scenario Id:182955 12/9/2021 15:43:08 ASSET: 373337,Orient Point CODE: ANSI/TfA-222-H CUSTOMER: DISH WIRELESS L.L.C. ENG NO: 13738829 C3 04 (Based on ASCE7-16 Chapters 11, 12 and 15) Spectral Response Acceleration for Short Period(Ss): 0.183 Spectral Response Acceleration at 1.0 Second Period(Sl): 0.051 Long-Period Transition Period(TL-Seconds): 6 Importance Factor(le): 1.000 Site Coefficient Fa: 1.600 Site Coefficient F,,: 2.400 Response Modification Coefficient(R): 1.500 Design Spectral Response Acceleration at Short Period(Sds): 0.195 Design Spectral Response Acceleration at 1.0 Second Period(Shc): 0.082 Seismic Response Coefficient(CS): 0.049 Upper Limit Cs: 0.049 Lower Limit Cs: 0.030 Period based on Rayleigh Method(sec): 1.120 Redundancy Factor(p): 1.000 Seismic Force Distribution Exponent(k): 1.310 Total Unfactored Dead Load: 12.380 k Seismic Base Shear(E): 0.600 k 1.213+1.0Ev+1.0Eh Seismic Height Above Horizontal Vertical Base Weight WZ Force Force Segment (ft) (Ib) (Ib-ft) C,, (Ib) (Ib) 27 99 57 23 0.012 7 71 26 97 58 23 0.012 7 72 25 95.5 35 14 0.007 4 43 24 94 70 27 0.013 8 86 23 91.5 106 39 0.020 12 131 22 87.5 360 125 0.063 38 447 21 82.5 380 122 0.062 37 471 20 78 304 91 0.046 28 371 19 75.5 81 23 0.012 7 101 18 72.5 407 110 0.056 34 504 17 68 326 81 0.041 25 403 16 65.5 85 20 0.010 6 106 15 62.5 427 95 0.048 29 529 14 57.5 427 85 0.043 26 529 13 53.5 257 47 0.024 14 318 12 51 172 29 0.015 9 213 11 49 237 38 0.019 12 293 10 46.5 357 54 0.027 17 443 9 42.5 1,094 147 0.074 45 1,355 8 37.5 602 69 0.035 21 746 7 32.5 609 58 0.029 18 755 6 27.5 617 47 0.024 14 764 5 22.5 624 37 0.018 11 773 4 17.5 632 27 0.014 8 783 3 12.5 639 17 0.009 5 792 2 7.5 646 9 0.005 3 801 1 2.5 654 2 0.001 1 810 Generic 4'Omni 98 10 4 0.002 1 12 Generic 4'Omni 50 10 2 0.001 1 12 Andrew ETT19V2S12UB 96 66 26 0.013 8 82 Commscope SBNHH-1D65B 96 152 59 0.030 18 188 Generic 5'Dipole 93 15 6 0.003 2 19 RFS FDAP5002/1C-3L 85 38 13 0.006 4 48 Amphenol Antel CWX063X13G00 85 160 53 0.027 16 198 ©2007-2020 by ATC LLC.All tights reserved. Page 8 of 12 Model Id:20174 Scenario Id:182955 12/9/2021 15:43:08 ASSET: 373337,Orient Point CODE: ANSI/TIA-222-H CUSTOMER: DISH WIRELESS L.L.C. ENG NO: 13738829 C3 04 Height Above Horizontal Vertical Base Weight W. Force Force Segment (ft) (lb) (Ib-ft) C� (lb) (Ib) Concealment Canister 85 69 23 0.012 7 86 Concealment Canister 75 69 20 0.010 6 86 Concealment Canister 65 69 16 0.008 5 86 Concealment Canister 55 69 13 0.007 4 86 Commscope CBC71726-DP-2X 76 42 12 0.006 4 52 Commscope CBC782123-DS 76 78 22 0.011 7 97 CCI HPA-65F-BUU-H2 76 46 13 0.007 4 57 Quintel QS4658-3E 76 204 59 0.030 18 253 Commscope CDX623T-DS-T 66 30 7 0.004 2 38 Commscope FVV-65B-R3 66 132 32 0.016 10 163 Generic 12'Omni 55 40 8 0.004 2 50 Generic 12'Dipole 55 40 8 0.004 2 50 Generic 8'Omni 52 25 4 0.002 1 31 Generic Round Side Arm 48 750 118 0.060 36 929 12,377 1,977 1.000 604 15,336 0.913-1.0Ev+1.0Eh Seismic(Reduced DL) Height Above Horizontal Vertical Base Weight W. Force Force Segment (ft) (lb) (Ib-ft) C, (lb) (Ib) 27 99 57 23 0.012 7 49 26 97 58 23 0.012 7 50 25 95.5 35 14 0.007 4 30 24 94 70 27 0.013 8 60 23 91.5 106 39 0.020 12 91 22 87.5 360 125 0.063 38 310 21 82.5 380 122 0.062 37 327 20 78 304' 91 0.046 28 262 19 75.5 81 23 0.012 7 70 18 72.5 407 110 0.056 34 350 17 68 326 81 0.041 25 280 16 65.5 85 20 0.010 6 73 15 62.5 427 95 0.048 29 367 14 57.5 427 85 0.043 26 367 13 53.5 257 47 0.024 14 221 12 51 ;172 29 0.015 9 148 11 49 237 38 0.019 12 204 10 46.5 357 54 0.027 17 308 9 42.5 1,094 147 0.074 45 942 8 37.5 602 69 0.035 21 518 7 32.5 609 58 0.029 18 525 6 27.5 617 47 0.024 14 531 5 22.5 624 37 0.018 11 537 4 17.5 632 27 0.014 8 544 3 12.5 639 17 0.009 5 550 2 7.5 646 9 0.005 3 557 1 2.5 654 2 0.001 1 563 Generic 4'Omni 98 10 4 0.002 1 9 Generic 4'Omni 50 10 2 0.001 1 9 Andrew ETT19V2S12UB 96 66 26 0.013 8 57 Commscope SBNHH-1D65B 96 152 59 0.030 18 131 Generic 5'Dipole 93 15 6 0.003 2 13 RFS FDAP5002/1C-31- 85 38 13 0.006 4 33 Amphenol Antel CWX063X13G00 85 160 53 0.027 16 138 Concealment Canister 85 69 23 0.012 7 60 Concealment Canister 75 69 20 0.010 6 60 Concealment Canister 65 69 16 0.008 5 60 Concealment Canister 55 69 13 0.007 4 60 Commscope CBC71726-DP-2X 76 42 12 0.006 4 36 Commscope CBC782123-DS 76 78 22 0.011 7 67 CCI HPA-65F-BUU-H2 76 46 13 0.007 4 Quintel QS4658-3E 76 204 59 0.030 18 39 176 Commscope CDX623T-DS-T 66 30 7 0.004 2 26 ©2007-2020 by ATC LLC.All rights reserved. Page 9 of 12 Model Id:20174 Scenario Id:182955 12/9/2021 15:43:08 ASSET: 373337,Orient Point CODE: ANSI/TIA-222-H CUSTOMER: DISH WIRELESS L.L.C. ENG NO: 13738829 C3 04 Height Above Horizontal Vertical Base Weight Wz Force Force Segment (ft) (Ib) (Ib-ft) C, (lb) (Ib) Commscope FVV-65B-R3 66 132 32 0.016 10 Generic 12'Omni 55 40 8 0.004 2 113 Generic 12'Dipole 55 40 8 0.004 2 34 Generic 8'Omni 52 25 4 0.002 1 34 Generic Round Side Arm 22 48 750 118 0.060 36 646 12,377 1,977 1.000 604 10,656 1.21)+1.OEv+1.0Eh Seismic CALCULATED FORCES - -- Seg Pu Vu Tu Mu Mu Resultant Phi Phi Phi Phi Total Elev FY(-) FX(-) MY MZ Mx Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (fr-kips) (ft-kips) (ft-kips) (kips) (kips) (kips) (kips) (in) (deg) Ratio 0.00 -14.53 -0.60 0.00 -38.26 0.00 38.26 2,030.86 572.68 2,127 1,721.50 0.00 0.00 0.03 5.00 -13.72 -0.60 0.00 -35.24 0.00 35.24 2,016.99 565.06 2,071 1,686.84 0.00 -0.01 0.03 10.00 -12.93 -0.60 0.00 -32.23 0.00 32.23 2,002.76 557.43 2,015 1,652.20 0.02 -0.01 0.03 15.00 -12.15 -0.59 0.00 -29.24 0.00 29.24 1,988.17 549.81 1,961 1,617.60 0.03 -0.02 0.02 20.00 -11.38 -0.58 0.00 -26.28 0.00 26.28 1,973.23 542.19 1,907 1,583.04 0.06 -0.03 0.02 25.00 -10.61 -0.57 0.00 -23.37 0.00 23.37 1,957.93 534.56 1,853 1,548.54 0.09 -0.03 0.02 30.00 -9.86 -0.55 0.00 -20.53 0.00 20.53 1,942.28 526.94 1,801 1,514.11 0.13 -0.04 0.02 35.00 -9.11 -0.53 0.00 -17.78 0.00 17.78 1,926.27 519.31 1,749 1,479.76 0.18 -0.04 0.02 40.00 -7.76 -0.48 0.00 -15.13 0.00 15.13 1,909.91 511.69 1,698 1,445.50 0.22 -0.05 0.02 45.00 -7.31 -0.47 0.00 -12.71 0.00 12.71 1,908.47 511.03 1,694 1,442.54 0.28 -0.05 0.01 48.00 -6.09 -0.42 0.00 -11.31 0.00 11.31 1,898.47 506.45 1,664 1,422.04 0.31 -0.05 0.01 50.00 -5.87 -0.41 0.00 -10.47 0.00 10.47 1,891.73 503.40 1,644 1,408.40 0.34 -0.06 0.01 50.00 -5.87 -0.41 0.00 -10.47 0.00 10.47 727.36 218.21 235 236.48 0.34 -0.06 0.05 52.00 -5.52 -0.39 0.00 -9.66 0.00 9.66 727.36 218.21 235 236.48 0.36 -0.06 0.05 55.00 -4.80 -0.36 0.00 -8.47 0.00 8.47 727.36 218.21 235 236.48 0.40 -0.08 0.04 60.00 -4.27 -0.33 0.00 -6.67 0.00 6.67 727.36 218.21 235 236.48 0.50 -0.11 0.03 60.00 -4.27 -0.33 0.00 -6.67 0.00 6.67 727.36 218.21 235 236.48 0.50 -0.11 0.03 65.00 -4.08 -0.32 0.00 -5.00 0.00 5.00 727.36 218.21 235 236.48 0.63 -0.13 0.03 66.00 -3.48 -0.28 0.00 -4.68 0.00 4.68 727.36 218.21 235 236.48 0.66 -0.14 0.03 70.00 -2.97 -0.25 0.00 -3.54 0.00 3.54 727.36 218.21 235 236.48 0.77 -0.15 0.02 70.00 -2.97 -0.25 0.00 -3.54 0.00 3.54 727.36 218.21 235 236.48 0.77 -0.15 0.02 75.00 -2.79 -0.24 0.00 -2.29 0.00 2.29 727.36 218.21 235 236.48 0.94 -0.16 0.01 76.00 -1.95 -0.18 0.00 -2.05 0.00 2.05 727.36 218.21 235 236.48 0.97 -0.16 0.01 80.00 -1.48 -0.14 0.00 -1.35 0.00 1.35 727.36 218.21 235 236.48 1.11 -0.17 0.01 80.00 -1.48 -0.14 0.00 -1.35 0.00 1.35 727.36 218.21 235 236.48 1.11 -0.17 0.01 85.00 -0.70 -0.07 0.00 -0.67 0.00 0.67 727.36 218.21 235 236.48 1.29 -0.17 0.00 90.00 -0.57 -0.06 0.00 -0.32 0.00 0.32 727.36 218.21 235 236.48 1.47 -0.17 0.00 90.00 -0.57 -0.06 0.00 -0.32 0.00 0.32 264.58 79.37 58 58.30 1.47 -0.17 0.01 93.00 -0.47 -0.05 0.00 -0.15 0.00 0.15 264.58 79.37 58 58.30 1.57 -0.17 0.00 95.00 -0.42 -0.04 0.00 -0.06 0.00 0.06 264.58 79.37 58 58.30 1.65 -0.17 0.00 96.00 -0.08 -0.01 0.00 -0.02 0.00 0.02 264.58 79.37 58 58.30 1.68 -0.17 0.00 98.00 0.00 0.00 0.00 0.00 0.00 0.00 264.58 79.37 58 58.30 1.76 -0.17 0.00 100.00 0.00 0.00 0.00 0.00 0.00 0.00 264.58 79.37 58 58.30 1.83 -0.17 0.00 0.913-1.0Ev+1.0Eh Seismic(Reduced DL) CALCULATED FORCES - - - _ -- - Seg Pu Vu Tu Mu Mu Resultant Phi Phi Phi Phi Total Elev FY(-) FX(-) MY MZ Mx Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (fr-kips) (ft-kips) (ft-kips) (kips) (kips) (kips) (kips) (in) (deg) Ratio 0.00 -10.09 -0.60 0.00 -38.09 0.00 38.09 2,030.86 572.68 2,127 1,721.50 0.00 0.00 0.03 5.00 -9.54 -0.60 0.00 -35.08 0.00 35.08 2,016.99 565.06 2,071 1,686.84 0.00 -0.01 0.03 10.00 -8.99 -0.60 0.00 -32.07 0.00 32.07 2,002.76 557.43 2,015 1,652.20 0.02 -0.01 0.02 15.00 -8.44 -0.59 0.00 -29.08 0.00 29.08 1,988.17 549.81 1,961 1,617.60 0.03 -0.02 0.02 20.00 -7.91 -0.58 0.00 -26.13 0.00 26.13 1,973.23 542.19 1,907 1,583.04 0.06 -0.03 0.02 25.00 -7.37 -0.57 0.00 -23.23 0.00 23.23 1,957.93 534.56 1,853 1,548.54 0.09 -0.03 0.02 30.00 -6.85 -0.55 0.00 -20.41 0.00 20.41 1,942.28 526.94 1,801 1,514.11 0.13 -0.04 0.02 35.00 -6.33 -0.53 0.00 -17.67 0.00 17.67 1,926.27 519.31 1,749 1,479.76 0.17 -0.04 0.02 40.00 -5.39 -0.48 0.00 -15.03 0.00 15.03 1,909.91 511.69 1,698 1,445.50 0.22 -0.05 0.01 ©2007-2020 by ATC LLC.All rights reserved. Page 10 of 12 Model Id:20174 Scenario Id:182955 12/9/2021 15:43:08 ASSET: 373337,Orient Point CODE: ANSI/TIA-222-H CUSTOMER: DISH WIRELESS L.L.C. ENG NO: 13738829 C3 04 Seg Pu Vu Tu Mu Mu Resultant Phi Phi Phi Phi Total Elev FY(-) FX(-) MY MZ Mx Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (fr-kips) (ft-kips) (ft-kips) (kips) (kips) (kips) (kips) (in) (deg) Ratio 45.00 -5.08 0.47 0.00 12.62 0.00 12.62 1,908.47 511.03 1,694 1,442.54 0.28 -0.05 0.01 48.00 -4.23 -0.42 0.00 -11.22 0.00 11.22 1,898.47 506.45 1,664 1,422.04 0.31 -0.05 0.01 50.00 -4.08 -0.41 0.00 -10.39 0.00 10.39 1,891.73 503.40 1,644 1,408.40 0.33 -0.06 0.01 50.00 -4.08 -0.41 0.00 -10.39 0.00 10.39 727.36 218.21 235 236.48 0.33 -0.06 0.05 52.00 -3.83 -0.39 0.00 -9.57 0.00 9.57 727.36 218.21 235 236.48 0.36 -0.06 0.05 55.00 -3.34 -0.36 0.00 -8.40 0.00 8.40 727.36 218.21 235 236.48 0.40 -0.08 0.04 60.00 -2.97 -0.33 0.00 -6.61 0.00 6.61 727.36 218.21 235 236.48 0.50 -0.11 0.03 60.00 -2.97 -0.33 0.00 -6.61 0.00 6.61 727.36 218.21 235 236.48 0.50 -0.11 0.03 65.00 -2.84 -0.32 0.00 -4.95 0.00 4.95 727.36 218.21 235 236.48 0.62 -0.13 0.03 66.00 -2.42 -0.28 0.00 -4.64 0.00 4.64 727.36 218.21 235 236.48 0.65 -0.13 0.02 70.00 -2.07 -0.25 0.00 -3.51 0.00 3.51 727.36 218.21 235 236.48 0.77 -0.15 0.02 70.00 -2.07 -0.25 0.00 -3.51 0.00 3.51 727.36 218.21 235 236.48 0.77 -0.15 0.02 75.00 -1.94 -0.23 0.00 -2.27 0.00 2.27 727.36 218.21 235 236.48 0.93 -0.16 0.01 76.00 -1.36 -0.17 0.00 -2.03 0.00 2.03 727.36 218.21 235 236.48 0.96 -0.16 0.01 80.00 -1.03 -0.14 0.00 -1.34 0.00 1.34 727.36 218.21 235 236.48 1.10 -0.17 0.01 80.00 -1.03 -0.14 0.00 -1.34 0.00 1.34 727.36 218.21 235 236.48 1.10 -0.17 0.01 85.00 -0.49 -0.07 0.00 -0.66 0.00 0.66 727.36 218.21 235 236.48 1.28 -0.17 0.00 90.00 -0.40 -0.06 0.00 -0.32 0.00 0.32 727.36 218.21 235 236.48 1.46 -0.17 0.00 90.00 -0.40 -0.06 0.00 -0.32 0.00 0.32 264.58 79.37 58 58.30 1.46 -0.17 0.01 93.00 -0.33 -0.05 0.00 -0.15 0.00 0.15 264.58 79.37 58 58.30 1.56 -0.17 0.00 95.00 -0.30 -0.04 0.00 -0.06 0.00 0.06 264.58 79.37 58 58.30 1.64 -0.17 0.00 96.00 -0.06 -0.01 0.00 -0.02 0.00 0.02 264.58 79.37 58 58.30 1.67 -0.17 0.00 98.00 0.00 0.00 0.00 0.00 0.00 0.00 264.58 79.37 58 58.30 1.74 -0.17 0.00 100.00 0.00 0.00 0.00 0.00 0.00 0.00 264.58 79.37 58 58.30 1.82 -0.17 0.00 ©2007-2020 by ATC LLC.All rights reserved. Page 11 of 12 Model Id:20174 Scenario Id:182955 12/9/2021 15:43:08 ASSET: 373337,Orient Point CODE: ANSI/TIA-222-H CUSTOMER: DISH WIRELESS L.L.C. ENG NO: 13738829 C3 04 --------- ---- --- �.� __----___----- -- - - --- - --- --- ------- ----= --- - ANALYSIS SUMMARY- - - -- _ - - Reactions Max Usage Shear Shear Axial Moment Moment Moment FX FZ FY MX MY MZ Elev Interaction Load Case (kips) (kips) (kips) (ft-kips) (ft-kips) (ft kips) (ft) Ratio 1.21)+1.OW 10.64 0.00 14.84 0.00 0.00 537.23 50.00 0.48 0.9D+1.0W 10.64 0.00 11.13 0.00 0.00 535.41 50.00 0.48 1.2D+1.0Di+1.13Wi 2.78 0.00 19.87 0.00 0.00 142.48 50.00 0.14 1.2D+1.OEv+1.0Eh 0.60 0.00 14.53 0.00 0.00 38.26 50.00 0.05 0.9D-1.0Ev+1.OEh 0.60 0.00 10.09 0.00 0.00 38.09 50.00 0.05 1.OD+1.OW 2.15 0.00 12.38 0.00 0.00 110.50 50.00 0.11 ©2007-2020 by ATC LLC.All tights reserved. Page 12 of 12 Model Id:20174 Scenario Id:182955 12/9/2021 15:43:08 373337-Orient Point,NY(ANSI/TIA-222-H) 3;32 PM 12/9/2021 AMPAIGNTOM6R' Base Plate&Anchor Rod Analysis Pole Dimensions Base Reactions acities Number of Sides 18f- Moment,Mu 537.2 k-ft Com onerttReport r rCa ac Resuk Diameter 41.38 ;in Axial,Pu 14.8 k Base Plate 17% Pass Thickness 1/4 in Shear,Vu 10.6 k Anchor Rods 78% Pass Orientation Offset 12 Neutral Axis ( 3p Dwyidag - Base Plate Shape Round `- Diameter,0 53' in Thickness 11/2 'in Grade A572- Yield Strength,Fy 50 ;ksi • • Tensile Strength,Fu 65 ksi Clip N/A jn • F Orientation Offset 0 ° i Anchor Rod Detail d q=0.5 • 1 Clear Distance 31/2 in I Applied Moment,Mu i 125.3 k ` QO • Bending Stress,�Mn 3 723.2 k s Original Anchor Rods Arrangement Radial Quantity 9 • Diameter,0 11/2 ;in • Bolt Circle 47• in • Grade Other Yield Strength,Fy 64 ksi Tensile Strength,Fu 79 ksi Spacing 16.4 in Orientation Offset 0 Applied Force,Pu t 64.8 k Anchor Rods,(�Pn 83.3 'k e x:\N-R\Orient Paint,NY(373337(\structural Info\Monopole.Base-Plate-and-Anchor-Rod.v2.2 Checked By:5/14/2020 Calculations for Monopole Base Plate & Anchor Rod Analysis Reaction Distribution Geometric Properties InertiaI— Shear Moment I:Reaction Factor Section Gross Net Area Individual Threads Momer Vu Mu Area i �! Inch of Inertig L n' int i-4 # k k-ft im4 Base Forces 10.6 537.2 1.00 Pole 32.1397 1.7855 0.0373w 6796.91 Anchor Rod Forces 10.6 537.2 1.00 Bolt 1.7671 1.4053 0.1571 6 3256.33 Additional Bolt(Grpl)Forces Boltl Additional Bolt(Grp2)Forces Bolt2 Dywidag Forces Dywidag Stiffener Forces Stiffener Base Plate no, Anchor'Rods Shape Round - Anchor Rod Quantity,N 9 Diameter,D 53 in Rod Diameter,d 1.5 in Thickness,t 1.5 in Bolt Circle,BC 47 in Yield Strength,Fy 50 ksi Yield Strength,Fy 64 ksi Tensile Strength,Fu 65 ksi Tensile Strength,Fu 79 ksi Base Plate Chord 33.116 in Applied Axial,Pu 64.8 k Detail Type d Applied Shear,Vu 0.3 k Detail Factor 0.50 Compressive Capacity,(�Pn 83.3 k Clear Distance 3.5 Tensile Capacity,(�Rnt 0.778 OK Interaction Capacity 0.634 OK External Base Plate Chord Length AA 25.571 in Additional AA 3.000 in Section Modulus,Z 16.071 in Applied Moment,Mu 125.3 k-ft Bending Capacity,q)Mn 723.2 k-ft Capacity,Mu/(tMn 0.173 OK Chord Length AB 24.502 in Additional AB 3.000 in Section Modulus,Z 15.470 in Applied Moment,Mu 104.6 k-ft Bending Capacity,¢Mn 696.1 k-ft Capacity,Mu/(�Mn 0.150 OK Bend Line Length 86.128 in Additional Bend Line 0.000 in Section Modulus,Z 48.447 in Applied Moment,Mu 125.3 k-ft Bending Capacity,(�Mn 2180.1 k-ft Capacity,Mu/c�Mn 0.057 OK Internal Base Plate E Arc Length 0.000 in Section Modulus,Z 0.000 in Moment Arm 0.000 in Applied Moment,Mu 0.0 k-ft Bending Capacity,(�Mn 0.0 k-ft Capacity,Mu/(�Mn r Site ID 373337 Site Name Orient Point,NY AMERICAN TOWER' C O A a O R A T 1 0 M Spoked Flange Analysis for Concealment Poles Spline Reactions Moment,Mu 2.4 k-ft Axial,Pu 0.7 k Shear,Vu 0.4 k Elevation 90.0 ft Data Spine Diameter 8.625 lin Spine Thickness 0.322 in Monopole Diameter 32 in Monopole Thickness 0.5 -' . .in Bolt&Spoked Plate Parameters O Bolt Quantity 9 # Bolt Diameter 1 . 'in Bolt Circle 716 in O Bolt Grade A325 Bolt Yield Strength,Fy 92 ksi Bolt Tensile Strength,Fu 120 ksi Spoke Flange Location Iriner Spoke Quantity 6 i# Spoke Thickness 1 .in V Spoke Width -4 'in 0.6 k Inner Plate Diameter 19 in Plate Grade A572-50 Plate Yield Strength,Fy 50 ;ksi Has Stiffeners? No PMMMMW6ened Spoke Length,a L :j -0.5 k Plate Calculations k Z=bd�/4 1.00 in' Mol=1/8Nbo,,B& 288.0 in' M 5.4 k-in Agb.1t=(dn-0.9743/n)`n/5 058 in' Anbom=Ag-AhA1ea+t15/49 0.61 in' Tbolt=(Pu/Nba1t)-((Mu*BC/2)/Mol) 0.. . k Cba1t=(Pu/Nbolt)+((Mu*BC/2)/Mol) 0.87 k Muappiled=Pu*a 5.44 k-in Wn=0.9*Fy*Ag $8.19 k Wn=0.75*Fu*An 54.54 k (DMn=0.9*Fy*Z 45.00 k-in -3.8 k-in Bolt&Plate Capacities Flange Bolt Stress 1% Pass Spoked Plate Stress 12%: Pass j Weld Parameters Base Metal Parameters Weld Strength 70 i ksi Pole Grade A572-50 Top Weld Type Groove Pole Yield Strength,Fy 50 ksi Side Weld Type Fillet_ Pole Tensile Strength,Fu 65 'ksi Bottom Weld Type Fillet Pole Thickness 0.5 in Top Groove Thickness 3/16 i in Rnapplled 0.73 k Side Fillet Thickness 3/16 'in mRn=0.75*(0.6*Fu*Anv+Ubs*Fu*Ant) 120.00 k Bottom Fillet Thickness 3/16 ;in Shear&Rupture Stress 1% _Pa_ss__1 Rnappl;ed0.73 k Ae,Effective Area 1.88 ins mRn=0.75*0.6*Fexx*throat*a*I 68.84. k mRn=0.9.0.6*Fy*AORmRn=0.75*0.6*Fu*A • 50.63 k Weld Stress 1% Pass j Shear&Rupture Stress 4% Pass ' M THE PROJECT DEPICTED IN THESE PLANS QUALIFIES AS AN ELIGIBLE FACILITIES REQUEST ENTITLED TO EXPEDITED SITE INFORMATION PROJECT DIRECTORY REVIEW UNDER 47 U.S.C. 1455(A) AS A MODIFICATION OF AN EXISTING WIRELESS TOWER THAT INVOLVES THE d COLLOCATION REMOVAL AND/OR REPLACEMENT OF TRANSMISSION EQUIPMENT THAT IS NOT A SUBSTANTIAL CHANGE UNDER CFR 1.61000 (B)(7). PROPERTY OWNER: ORIENT FIRE DISTRICT APPLICANT: DISH Wireless L.L.C. ADDRESS: 23300 ROUTE 25 PO BOX 5701 SOUTH SANTA FE DRIVE ORIENT, NY 11957 LITTLETON, CO 80120 d s h TOWER TYPE: STEALTH - CANISTER POLE Wireless- TOWER OWNER: AMERICAN TOWER 5701 SOUTH SANTA FE DRIVE TOWER CO SITE ID: 373337 10 PRESIDENTIAL WAY LITTLETON, CO 80120 WOBURN, MA 01801 cl S [I SCOPE OF WORK TOWER APP NUMBER: 13738829_D2 `/ COUNTY: SUFFOLK ENGINEER: ATC TOWER SERVICES, LLC wirelessTm THIS IS NOT UI ALL INCLUSIVE LIST. CONTRACTOR SHALL UTILIZE SPECIFIED EQUIPMENT PART OR ENGINEER 41 1425 3500 REGENCY PARKWAY SUITE 100 AMERICANIAL WAY APPROVED EQUIVALENT. CONTRACTOR SHALL VERIFY ALL NEEDED EQUIPMENT TO PROVIDE A FUNCTIONAL SITE. lD BURN.MA 0 01 THE PROJECT GENERALLY CONSISTS OF THE FOLLOWING: LATITUDE (NAD 83): 41' 8' 33.000" N CARP, NC 27518 WOBURN,MA 01801 TOWER SCOPE OF WORK. LONGITUDE (NAD 83): 72. 17' 58.000" WJf • INSTALL (3) PROPOSED PANEL ANTENNAS (1 PER SECTOR) B+T GRP • INSTALL (3) TWIN DIPLEXERS -72.29944444 17175.BWLOER NSTALL PROPOSED JUMPERS ZONING JURISDICTION: SOUTHOLD NEW YORK SITE ACQUISITION: WILLIAM SNIDER Mm 3w F C r Fl S 20�/� I� ISH Wireless L.L.C. SITE ID: INSTALL (12) 7/8" COAX CABLES TI, AO 71119 �-) WILLIAM.SNIDER@DISH.COM PH M)s 0 btgry mm NYNYCO2243B GROINSTALL PROPOSED METAL PLATFORM ZONING DISTRICT: UNZONNED DRAWN BY: CHECKED BY:APPROVED BY: UND SCOPE OF WORK: • INSTALL (6) PROPOSED RRUs ON METAL PLATFORM H-FRAME CONSTRUCTION MANAGER: VICTOR CORREA 7�-g y��rp �+ INSTALL (1) PROPOSED ICE BRIDGE PARCEL NUMBER: 1000018000500013008 VICTOR.CORREAODISH.COM SM KJG CLG AFJZ�F-ILX1,1�`GDrI "• INSTALL (1) PROPOSED PPC CABINET TOA� FY�i 1,o�T ,A�'7 �J t {tT INSTALL (1) PROPOSED EQUIPMENT CABINET OCCUPANCY GROUP: U RF ENGINEER: IMAD MEMON RFDS REV #: 1.0 , q S A EJLRSH Wireless L.L.C. SITE ADDRESS: INSTALL (1) PROPOSED POWER CONDUIT IMAD.MEMONODISH.COM • INSTALL (1) PROPOSED TELCO CONDUIT 23300 MAIN ROAD ' INSTALL (1) PROPOSED TELCO-FIBER BOX CONSTRUCTION TYPE -B CONSTRUCTION • INSTALL (1) PROPOSED GPS UNIT • INSTALL (1) PROPOSED SAFETY SWITCH (IF REQUIRED) POWER COMPANY: LONG ISLAND POWER DOCUMENTS • INSTALL (1) PROPOSED CIENA BOX (IF REQUIRED) SUBMITTALS ORIENT NY 11957 INSTALL (1) PROPOSED METER SOCKET TELEPHONE COMPANY: VERIZON REV DATE DESCRIPTION A 12/10/21 ISSUED FOR REVIEW NEW YORK CODE COMPLIANCE SITE PHOTO DIRECTIONS D 2/22/22 SSUED FOR CONSTRUCTION 1 6/10/22 ISSUED FOR CONSTRUCTION ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF DIRECTIONS FROM 3 ADP BLVD, ROSELAND, NJ 07068: 2 6/15/22 ISSUED FOR CONSTRUCTION THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO I TURN RIGHT(SOUTH—WEST) ONTO CR-527 [LIVINGSTON AVE]..TAKE RAMP (RIGHT) ONTO 1-280 'TOLL ROAD- AT EXIT 17B, 3 8/2/22 ISSUED FOR CONSTRUCTION BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: STAY ON 1-280(NORTH). TAKE RAMP (RIGHT) ONTO 1-95 [NEW JERSEY TPKE].AT EXIT 16E, TURN RIGHT ONTO RAMP. KEEP RIGHT TO STAY ON RAMP. KEEP LEFT ONTO RT-495. STAY ON RT-495 (EAST). STAY ON RT-495(NORTH)ENTERING NEW CODE TYPE CODE n Q I YORK. STAY ON R-495 [DRYER AVE]. [SOUTH-WEST]. KEEP STRAIGHT ONTO DYER AVE.TURN LEFT(EAST)ONTO(W) 34TH BUILDING 2018 IBC Y l,�Q �l'�-L ST.TURN LEFT [NORTH] ONTO 1-495 [QUEENS MIDTOWN TUNNEL APPROACH]. -TOLL ROAD-TAKE RAMP ONTO 1-495 [QUEENS MECHANICAL 2018 IMC U I A.�h�h9 �I d �� {I MIDTOWN TUNNEL]. STAY ON I-495(EAST).(M EXIT 73,TURN OFF ONTO RAMP. BEAR RIGHT (EAST) ONTO RIGHT RI [OLD ELECTRICAL 2017 NEC 1 COUNTRY RD]. KEEP STRAIGHT ONTO RT-25 [MAIN RD].TURN LEFT (NORTH-WEST) ONTO LOVE LN. TURN RIGHT RIGHT �P 'P� i (NORTH-EAST) ONTO CR-48 (MIDDLE RD). KEEP STRAIGHT ONTO RT-25 [MAIN RD]. TURN RIGHT(SOUTH)ONTO TABOR RD. Y O TURN LEFT(EAST) ONTO LOCAL ROAD(s) N lFtV on AI S� do PLANNING BOARD vp uoA - VICINITY MAP I '. OUTHOLD (r SHEET INDEX d2 ` a - SHEET N0. SHEET TITLE T-1 TITLE SHEET, A-1 OVERALL AND ENLARGED SITE PIAN j 35/ SS A-2 A-2 ELEVATION, ANTENNA LAYOUT AND SCHEDULE ," A-3 EQUIPMENT PLATFORM AND H-FRAME DETAILS A-4 EQUIPMENT DETAILS PDS ENGINEERING O.P.C. ////` CERT. #: 0103685 A-5 EQUIPMENT DETAILS UNDERGROUND SERVICE ALERT-NEW YORK 811 �' \ Expires 11/30/23 A-6 EQUIPMENT DETAILS UTILITY NOTIFICATION CENTER OF NEW YORK % � �\ (800)272-4480 , _ IT IS A VIOLATION OF LAW FOR ANY PERSON, � UNLESS THEY ARE ACTING UNDER THE DIRECTION WWW.NEVVYORK-811.COM r/ 9 \\ OF A LICENSED PROFESSIONAL ENGINEER, E-1 ELECTRICAL/FIBER ROUTE PLAN AND NOTES TO ALTER THIS DOCUMENT- E-2 ELECTRICAL DETAILS CALL 2 WORKING DAYS UPUTY NOTIFICATION PRIOR TO CONSTRUCTION 1' ` *syr \\ A&E PROJECT NUMBER E-3 ELECTRICAL ONE-LINE, FAULT CALCS & PANEL SCHEDULE GENERAL NOTES SITE LOCATION 159533.001 G-1 GROUNDING PLANS AND NOTES DISH Wireless L.L.C. 0-2 GROUNDING DETAILS 1 ,1 / PROJECT INFORMATION G-3 GROUNDING DETAILS THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED —_ 1 `�• NYNYCO2243B FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE. NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL I - RF-1 RF CABLE COLOR CODE SIGNAGE IS PROPOSED. 23300 MAIN ROAD THE PROJECT DEPICTED IN THESE PLANS QUALIFIES AS AN ELIGIBLE FACILITIES REQUEST ENTITLED TO EXPEDITED - �^�-_may ORIENT, NY 11957 GN-1 LEGEND AND ABBREVIATIONS REVIEW UNDER 47 U.S.C. § 1455(A) AS A MODIFICATION OF AN EXISTING WIRELESS TOWER THAT INVOLVES THE SHEET TITLE GN-2 GENERAL NOTES COLLOCATION, REMOVAL, AND/OR REPLACEMENT OF TRANSMISSION EQUIPMENT THAT IS NOT A SUBSTANTIAL pyla,„• 1 l GN-3 GENERAL NOTES CHANGE UNDER CFR § 1.61000 (B)(7). /\\ (1 ! I TITLE SHEET GN-4 GENERAL NOTES � `� /RI 1111 x1711PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED 1+,1 I � — SHEET NUMBER CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS, AND CONDITIONS ON THE JOB SITE, AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE N soy&sv errs Ai T1 _'-nrs rexrvea // l • PROCEEDING WITH THE WORK. NO SCALE ' r+rriRv v 1;Li 15 i PLANNING BOARD NOTES TOWN OF SOUTHOLD NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. • r 2. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. DATE �fJ {� �D�� L V 2. CONTRACTOR SHALL MAINTAIN A 10'-0" MINIMUM { 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. SEPARATION BETWEEN THE PROPOSED GPS UNIT, TRANSMITTING ANTENNAS AND EXISTING GPS UNITS. d s h ROAD 3. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. MAIN �nnreleSS- 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 r SEE EQUIPMENT 8'-5"t - I =YOUT (SHEET A-3) PROPOSED ICE BRIDGE ,� ---- --------, It / t AIYIEIGA71DA EY 1 1 10 RPRESIDENTIAL WAY WOBURN.MA 01801 1 L_jF B+T GRP 1717 s.a DER 1 1 surto m Of Of TULSA,CK74119 PH:1a161 se7<a30 � vmwblgry cwn EXISTING 1 t t "�' t a BUILDING PROPOSED DISH Wireless L.L.C. 1 -' 1_ DRAWN BY: CHECKED BY:APPROVED BY: 12" WIDE ICE BRIDGE, SM KJG CLG EXISTING CONCEALMENT { '--�f 1 RFDS REV #: 1.0 MONOPOLE 1 % 1 CONSTRUCTION EXISTING FIRE DEPT. / SELF SUPPORT TOWER - B-O 1 - - 1 DOCUMENTS } 'o t SUBMITTALS � ---------------- � REV DATE DESCRIPTION -_ LEASE AREA/PLATFORM A 12/10/21 ISSUED FOR REVIEW 0 2/22/22 ISSUED FOR CONSTRUCTION 1 6/10/22 ISSUED FOR CONSTRUCTION \ A/ 2 6/15/22 ISSUED FOR CONSTRUCTION EXISTING 'r 3 8/2/22 ISSUED FOR CONSTRUCTION \ EQUIPMENT x SHELTER 12"6" 0 1' 2' 3' 4' S' ENLARGED SITE PLAN 2 , A-2 EXISTING x OIF NEW CONCRETE PAD ! L 00 x EXISTING 4,_0" WIDE 0 CHAIN-LINK GATE x x EXISTING ICE BRIDGE (TYR) EXISTING036 r8� �---------------- CONCRETE PAD (TYR) ' -- ------ A EXISTING CONCEALMENT 1 -- - - - — -- APPROXIMATE R�FESS HxIFRAME (TYR) MONOPOLE I - ACCESS EASEMENT t�•', SEE ENLARGED �1 t SITE PLAN PDS ENGINEERING D.P.C. M 0 0 0 0 1 CERT F 0103685 Expires 11/30/23 I IT IS A VIOUITION OF LAW FOR ANY PERSON, 3'-7" PROPOSED METER SITE LOCATION UNLESS THEY ARE ACTING UNDER THE DIRECTION /' 1 Ix OF A LICENSED PROFESSIONAL ENGINEER, x -- TO ALTER THIS DOCUMENT. / ------- , � PROPOSED FIBER HANDHOLE A&E PROJECT NUMBER Q x x 159533.001 E111 0 o e �^ EXISTING DISH Wireless L.L.C. TRAMSFORMER PROJECT INFORMATION NYNYCO2243B EXISTING 23300 MAIN ROAD EQUIPMENT g'_3° CONCRETE PAD x ORIENT, NY 11957 SHEET TITLE 3 z x OVERALL AND ENLARGED x x I x x x EXISTING 12'-0" WIDE �- SITE PLAN CHAIN-LINK GATE + THE EASEMENT RIGHTS FOR THIS SITE ARE BLANKET EASEMENT RIGHTS TO THE PREMISES AND THEREFORE DOES (TYR) i x\ NOT INCLUDE A SPECIFIED AREA FOR THE LOCATION OF UTILITIES. CONSTRUCTION CONTRACTOR MUST FIELD VERIFY SHEET NUMBER THE APPROPRIATENESS OF ALL PROPOSED UTILITY ROUTES. 10' 0 10' 20' A-1 OVERALL SITE PLAN AERIAL VIEW NO SCALE 1'•=10' NOTES 1. CONTRACTOR SHALL FIELD VERIFY APPROVED � • ALL DIMENSIONS. 2. ANTENNA AND MW DISH BOARD i��11 34.2" CANISTER OUTER DIAMETER SPECIFICATIONS REFER TO PLANNING �3®ARD A7 sh ANTENNA SCHEDULE AND TO FINAL • CONSTRUCTION RFDS FOR ALL RIF wirelessv DETAILS. TOWN OF SOUTHOLD =� PROPOSED DISH Wireless a w 5701 SOUTH SANTA FE DRIVE 3. EXISTING EQUIPMENT AND FENCE L.L.C. ANTENNA (NP. OF LITTLETON. CO 80120 OMITTED FOR CLARITY. (1) PER SECTOR, (3) DATE 17-e-b. —7 Z o 7 TOTAL) EXISTING MAST Wire e05EDDISH PROPOSED DISH MOUNT Wireless L.L.C. CAN AM6RKAN 71D 10 PRESIDENTIAL WAYAYM WOBURN.MA 01801 B+T GRP G1 B1 1]1]5.-F G EG SFBTOq F RrX 1�.119 S R •»..quem=� DRAWN BY: CHECKED BY:APPROVED BY: SM KJG CLG RAD CENTER 66'-0" A.G.L. RFDS REV #: 1.0 34.2" CANISTER OUTER DIAMETER CONSTRUCTION DOCUMENTS EXISTING CONCEALMENT MONOPOLE Ca 90'-0" AGL PROPOSED DISH Wireless TOP EL, I I L.L.C. TWIN DIPLEXERS SUBMITTALS (TYP. OF (1) PER REV DATE DESCRIPTION EXISTING MOUNT SECTOR, (3) TOTAL) ® ® PROPOSED DISH A 12/10/21 ISSUED FOR REVIEW ® RAD CENTER © 90'-0" AGL EXISTING MAST Wireless L.L.C. 0 2/22/22 ISSUED FOR CONSTRUCTION MOUNT PROPOSED DISH I 6/10/22 ISSUED FOR CONSTRUCTION Wireless L.L.C. I I CANISTER 2 6/15/22 ISSUED FOR CONSTRUCTION 3 8/2/22 ISSUED FOR CONSTRUCTION I I I I I I I I I I I I I I (3) PROPOSED DISH Wireless L.L.C. ANTENNAS RAD CENTER ® 66'-0"AGL Of NEw I I RAD CENTER @ 61'-0" A.G.L. ca Q y I I I117 I I I I — I I 12 6 0 1 2 3 EXISTINGMouNr� ANTENNA LAYOUT RAD CENTER ® 48'-0"AGL 3/4"=1'-0" 703685 � SECTOR ANTENNA TRANSMISSION CABLE RRH OVP pR�FESS 12 PROPOSED DISH Wireless POS. EXISTING OR MANUFACTURER — MODEL RAD FEED LINE TYPE MANUFACTURER — MODEL MANUFACTURER ( ) PROPOSED NUMBER TECH AZIMUTH CENTER AND LENGTH NUMBER TECH POS. MODEL L.L.C. 7/8" CABLE COAX ROUTED OUTSIDE POLE —I All -- -- -- -- — TA08025-8604 5G A2 (4) 7/8" COAX PDS WCERT. N: 01ENGINEERIN03685 G D.P.C. I A2 PROPOSED COMMSCOPE — F -658—R3 SG 40' 66'-0" CABLES TA08025-8605 SG A2 -- (100' LONG) Expires 11/30/23 I EXISTING DISH Wireless L.L.C. I A3 -- -- -- -- -- ICE BRIDGE -- -- -- I7 IS A VIOLATION OF FOR ANY PERSON, UNLESS A L ENS DACTING PROFESSIONAL THE ENGINEER TION I Bl -- — --- -- -- TA08025-8604 SG 62 TO ALTER THIS DOCUMENT. PROPOSED DISH Wireless L.L.C. I 82 PROPOSED COMMSCOPE — FVV-658—R3 5G 160' 66'-0" (4) 7/8" COAX CABLES TA08025-8605 5G B2 GPS UNIT (100' LONG) -- A&E PROJECT NUMBER PROPOSED DISH Wheless L.L.C. B3 159533.001 I -- -- -- -- -- -- -- -- EQUIPMENT ON PROPOSED STEEL PLATFORM i C1 -- -- -- -- -- (4) 7/8 COAX TA08025-8604 5G C2 DISH Wireless L.L.C. PROJECT INFORMATION C2 PROPOSED COMMSCOPE — FW-658—R3 5G 280' 66'-0" C0L ABEES TA08025—B605 5G (10cz -- NYNYCO22436 G3 -- -- -- -- -- -- -- 23300 MAIN ROAD I -- NOTES ORIENT, NY 11957 WER EXISTING T 1. CONTRACTOR TO REFER TO FINAL CONSTRUCTION RFDS FOR ALL RF DETAILS. SHEET TITLE O � BOTTOM EL. ® 6" AGL 2. ANTENNA AND RRH MODELS MAY CHANGE DUE TO EQUIPMENT AVAILABILITY. ALL ELEVATION, ANTENNA _ EQUIPMENT CHANGES MUST BE APPROVED AND REMAIN IN COMPLIANCE WITH LAYOUT AND SCHEDULE ".�' ,'C ,� - •/`. - THE PROPOSED DESIGN AND STRUCTURAL ANALYSES. SHEET NUMBER ' .. B. 4' 0 8'. 16 A-2 PROPOSED NORTH ELEVATION ANTENNA SCHEDULE NO SCALE 3 e y��INOTES PLANNING BOARD 1. CONTRACTOR TO BURY PLATFORM FEET WITH A MINIMUM OF 2" • OF FILL PER EXISTING SITE SURFACE t� TOCYN ®F SO 1•t'iJO D 2. WEED BARRIER FABRIC TO BE ADDED AT DISCRETION OF DISH v Cd A HVL Wireless L.L.C. CONSTRUCTION MANAGER AT TIME OF CONSTRUCTION. ONE SHEET 8'x8' INSTALLED UNDERR ALL FOUR d ..sh DATE AM G�C FEET OF THE PLATFORM (4 MIL BLACK PLASTIC) Wirelessl. 3. EQUIPMENT CABINET OMITTED FOR CLARITY. � 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 RESERVED SPACE FOR FIBER NID, If RESERVED ' REQUIRED FOR FIBER -w--- GPS UNIT NID, IF GPSOE REQUIRED 200AMP METER H-FAMERICAN'roW6R' 10 PRESIDENTIAL WAY 7'-0 H-FRAME SOCKET PROPOSED DISH Wireless L.L.C. PROPOSED DISH WOBURN,MA 01801 RIGID METAL TWIN DIPLEXERS (TYP. OF 6) Wireless L.L.C. 1'-0" 2'-1" 1'-2" 2'-8" CONDUIT ---1 ____ _- ° ° POWER r- F---- --- O PROTECTIVE J __ ° CABINET � B+T GRP PROPOSED DISH Wireless L.L.C. L� GENERATOR PLUG 1Tns 9ouLoeR �� fPROPOSED DISH Wireless L.L.C. 'aI r - t--i - �� ' PROPOSED DISH�� nGPS UNIT -- i-- - Wireless L.L.C.RRH (TYP OF 6) I DRAWN BY: CHECKED BY:APPROVED BY: -- PR D SH ED I, _ __ '' f SM KJG CLGPROPOSED DISH Wireless L.L.C. - I j,ii (STACKED) POWER PROTECTIVE CABINET - ,-...__. - � 1PROPOSED DISH i ao Wireless k c - - PROPOSED DISH Wireless L.L.C. _ I _ _ .��.- 1LLC. POWERa� -------- ° RFDS REV 1.0Wreless L.L.C. CABINETH-FRAME - -� _ 1 - I - PRTECTIVE � ��CABIN ___CL_ ___- _ _ Ill RESERVED I - CONSTRUCTION _- ._ItI -- - ' - - _'- I SP ACE PROPOSED DISH Wireless L.L.C. ; PROPOSED DISH Wireless; DOCUMENTS OCU M ENTSFOR SAFETY SWITCH. SPACE -LLC. TWIN DIPLEXERS ADDITIONA RESERVED FOR ADDITIONAL DISCONNECT IF REQUIRED. - __ _1,_._ ENERSYS HEX RAYCAP PPC SQUARE D SAFETY SWITCHES 2000005996 RDIAC-2465—P-240—MTS D224NRB ENCLOSURE DIMENSIONS (HxWxD): 39"x22.855"x12.593 ENCLOSURE DIM (HxWxD) 29.25"x19.00"x8.50" 1� DIMENSIONS (HxWxD) 73"x30"x32" — - POWER SYSTEM -48V ALPHA/600A WEIGHT: 80 lbs ENCLOSURE TYPE NEMA 3R RAINPROOF TOP d.sh HEATER 80OW OPERATING AC VOLTAGE 240/120 1 PHASE 3W+G TOP UL LISTED FILE E-2875 wireless TOTAL WEIGHT (EMPTY) 376 lbs PLAN 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 O O e ® Q O AMERICAN TOWER' O 10 PRESIDENTIAL Y MA 01801 OO Y' OO UITE „Y`h� J O B+T GRP 1M50.Ox]DE9 S3 0F 0 0 00 PH.(918)SBid638 0 ® ® Jijl wm memmm DRAWN BY: CHECKED BY:APPROVED BY: 00 O O O BACK SIDE FRONT Ul SIDE BACK SIDE FRONT SIDE FRONT SM KJG CLG CABINET DETAIL NO SCALE POWER PROTECTION CABINET (PPC) DETAIL NO SCALE 2 SAFETY SWITCH DETAIL NO SCALE 3 REDS REV y: 1.0 CONSTRUCTION EATON METER SOCKET CHARLES CFIT—PF2020DSH1 DOCUMENTS UNRRS2138EUSE FIBER TELCO ENCLOSURE METER SOCKET TYPE RING O SUBMITTALS ENCLOSURE DIM (HxWxD) 16"x12"x6" PROVED �P DBY ENCLOSURE DIMS (HxWxD) 20N20"W REV DATE DESCRIPTION ENCLOSURE WEIGHT 20 lbs A t2/10/2t ISSUED FOR REVIEW MAIN AMPERE RATING 200A MOUNTING WALL 0 2/22/22 ISSUED FOR CONSTRUCTION PLAN PLANTING BOARD WEIGHT 1$ LBS 1 6/10/22 ISSUED FOR CONSTRUCTION /� p ' COMPLIANCE TYPE 4 2 6/15/22 ISSUED FOR CONSTRUCTION TOWN OF SOW TH®L® FRONT 0 8/2/22 ISSUED FOR CONSTRUCTION O O O O DATE �.��. '�� -2 �3 ° D ° D D D 0 0 ® pF NEw C) 4. Y L W011 E= joolr 000r� SIDE BACK FRONT SIDE BACK FRONT METER SOCKET DETAIL NO SCALE 4 NOT USED NO SCALE 5 FIBER TELCO ENCLOSURE DETAIL NO SCALE 610368`' pFESS COMMSCOPE WB—K110—B INCLUDED WB-T12-3 TRAPEZE KIT, WAVEGUIDE BRIDGE KIT PRODUCTS: 3 RUNGS WB-LB12-3 SUPPORT BRACKET PDS ENGINEERING D.P.C. DIMENSIONS (HxL) 160"00' PROPOSED CERT. #: 0103685 MF-130 DIRECT BURIAL PIPE FINISH SLOPE ICE BRIDGE Expires 11/30/23 WEIGHT/VOLUME 325.0 LBS COLUMN, 13'-4" TO DRAIN IT IS A VIOLATION OF LAW FOR ANY PERSON. QTY 12 M PROPOSED UNLESS THEY ARE ACTING UNDER THE DIRECTION CABLE RUN ( ) HYBRID CABLE OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SUPPORT BRACKET A- A� � A-A A&E PROJECT NUMBER (WB-LB12-3) PROPOSED TRAPEZE KIT CABLE CLAMP 159533.001 (WB-T12-3) 3" DIA SCH 40 PIPE 1O ® 3'-0" O.C. EXISTING SELF PROPOSED 3.5" DIA. _ SUPPORT TOWER DISH Wireless L.L.C. SUPPORT BRACKET � SCH 40 PIPE I (WB-LB12-3) x GALVANIZED PROJECT INFORMATION TRAPEZE KIT 18"PIE DIA DRILLED NYNYCO2243B (WB-T12-3) PROPOSED V-6" PIER FOUNDATION m 23300 MAIN ROAD DIA. CONCRETE PIER (TYP) ORIENT, NY 11957 ocRm ' \ A-A SECTION SHEET TITLE 3.5" DIA GALV SCH 40 PIPE (SPACED 3.5" DIA GALV SCH 40 EQUIPMENT DETAILS 9'-0" MAX) PIPE (SPACED 9'-0" (Mf-130) MAX) (MF-130) " SHEET NUMBER CONCRETE PIER PLAN FRONT SIDE w ICE BRIDGE DETAIL NO SCALE 7 TYPICAL ICE BRIDGE CONCRETE PIER DETAIL NO SCALE 8 HYBRID CABLE RUN NO SCALE 9 H PCTEL 1.7s"m GPSGL—TMG—SPI-40NCB 1.60"0 MINIMUM OF 75% OR 81x184mm DIMENSIONS (DIAxH) MM/INCH 3.2"x7.25" O 270' IN ANY DIRECTION WEIGHT W/ACCESSORIES 075 lbs GPS d s h CONNECTOR N—FEMALE TOP 2,.•FREQUENCYRANGERANGE 1590 t 30MHz eE` 2v•• N� '1'�N eFNp Mi,1, 5701 SOUTH SANTA FE DRIVE �DiGS R,'9"' LITTLETON, CO 80120 CUI2PSM6P4XXX CUI2PSM9P6XXX GPS UNIT OBSTRUCTIONS MUST (4 AWG CONDUCTORS) (6 AWG CONDUCTORS) BE BELOW 10' 1.41"0 AMERICAN TOWER' 10 PRESIDENTIAL WAY O O WOBURN.MA 01601 a O G1134T GRP s eODUJER 0 O SU E eFNp2 Miy PNL(91e 5 74- 0 o Rq0 SGS CUI2PSM9P8XXX DRAWN BY: CHECKED BY:APPROVED BY: BACK SIDE (8 AWG CONDUCTORS) SM KJG CLG GPS DETAIL NO SCALE GPS MINIMUM SKY VIEW REQUIREMENTS NO SCALE2 CABLES UNLIMITED HYBRID CABLE NO SCALE 3 REDS REV #: 1.0 MINIMUM BEND RADIUSES CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 12/10/21 ISSUED FOR REVIEW 0 2/22/22 ISSUED FOR CONSTRUCTION 1 6/10/22 ISSUED FOR CONSTRUCTION 2 6/15/22 ISSUED FOR CONSTRUCTION 3 8/2/22 ISSUED FOR CONSTRUCTION pF NEw ir NOT USED NO SCALE 4 NOT USED NO SCALE 5 NOT USED NO SCALE 6 103685 a� AAOFESS PDS ENGINEERING D.P.C. CERT. If: 0103685 FO APPROVED BY Expires 11/30/23 IT IS A VIOLATION OF LAW 1011 ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, PLANNING B TO ALTER THIS DOCUMENT. OARD A&E PROJECT NUMBER TOWN OF S©UTHOLD � 159533.001 DISH Wireless L.L.C. DATE ' PROJECT INFORMATION 2D' -3 NYNYCO2243B 23300 MAIN ROAD ORIENT, f ORIENT, NY 11957 ISHEET TITLE EQUIPMENT DETAILS SHEET NUMBER A-5 NOT USED NO SCALE 7 NOT USED NO SCALE 8 NOT USED NO SCALE 9 FUJITSU DUAL BAND FUJITSU TRIPLE BAND SABRE DOUBLE Z-BRACKET u TA08025-13604 TA08025-8605 G10123155 DIMENSIONS (HxWxD) 14.9"x15.7"x7.8" DIMENSIONS (HxWxD) 14.9"x15.7"6" DIMENSIONS (HxWxD) (1 BRACKET) 5"x20"x1-13/16" WEIGHT 63.9 lbs WEIGHT 74.95 lbs WEIGHT (FULL ASSEMBLY) 35.79 lbs d .11*..s h CONNECTOR TYPE 4.3-10 RF 'i111:'I�!I'�1!,'�', ",I„il''dill CONNECTOR TYPE 4.3-10 RF ,,, PACKAGE OUANTITY 4 ®® Wireless- POWER CONNECTOR 'I'�i,II.�'IlI I�!II,iLI 111,i'1 ® ®® POWER SUPPLY DC —58--36V PLAN POWER SUPPLY DC —58--36V PLAN 5701®® ®®®® 5701 SOUTH SANTA FE DRIVE # DESCRIPTION 2 ®� ®® ®® m LITTLETON, CO 80120 1 PLATE, CHANNEL BRACKET 2 RRH Z BRACKET, 371-6- 3 16”3 THREADED ROD ASSEMBLY 1/2"x12" ®®�B � ®®® CD 10 PRESIDENTIAL 0 � � � ! ! III I I I III IIII I ( I I I III f off® ��m® WAY WOBURN,MA 01801 1I ,1f� '! II I 'I I I I�!, !ill III I' I Ili IIII ! it 0 ®®® ®� B+T GRP 0000000000 0 001]AS.BODU ER I 4 sum]00 Lj TulsA,ox]a11s ®B ®0 PH:(910)58]i830 rmw Mgry wm BACK SIDE FRONT BACK SIDE FRONT NOTE: OR DISH Wireless L.L.C. DRAWN BY: CHECKED BY:APPROVED BY: APPROVED EQUIVALENT SM KJG CLG RRH DETAIL NO SCALE RRH DETAIL NO SCALE 2 RRH MOUNT DETAIL NO SCALE 3 REDS REV #: 1.0 CONSTRUCTION COMMSCOPE SABRE - C10112336 EEI FPXL-AB 4 5 6 7 DOCUMENTS FVV-65B-R3 ANTENNA TRIAD FLUSHED MOUNT SUBMITTALS DIMENSIONS (HxWxD) 72.0".11.8"x7.1 MAST DIAMETER 20" to 25" DESCRIPTION PART QTY REV DATE DESCRIPTION TOTAL WEIGHT 43.9 LB PLAN TOTAL WEIGHT 25.6 lbs TRIAD-FPXL - 1/4" PART 1 - QTY: 6 A 12/10/21 ISSUED FOR REVIEW BRACKET ASSEMBLY RF PORTS, CONNECTOR TYPE 8 x 4.3-10 FEMALE TRIAD-AB - 1/4" HRPO 0 2/22/22 ISSUED FOR CONSTRUCTION GUSSET ASSEMBLY PART 2 — QTY: 6 1 6/10/22 ISSUED FOR CONSTRUCTION 3/8"x7" A36 THREADED ROD PART 3 — QTY: 6 2 6/15/22 ISSUED FOR CONSTRUCTION 3/8"xt-1/4"A307 BOLT PART 4 — QTY: 6 ® ® 3 e/2/22 ISSUED FOR CONSTRUCTION 3/8" HEX NUT PART 5 — QTY: 6 3/8" FLAT WASHER PART 6 — QTY: 6 1 2 3/8" LOCK WASHER PART 7 — QTY: 6 3 F NEW TOTAL WEIGHT ±101.4 lbs �OjQ POLE DIAMETER 10"0-14"0 4 1�C� NOTE: 01 ORDISH Wireless L.L.C. ® ® r APPROVED EOUIVALENT �l BACK SIDE FRONT ANTENNA DETAIL NO SCALE 4 ANTENNA FLUSH MOUNT NO SCALE 5 MAST MOUNT DETAIL NO SCALE 6 r03AB pRo�SS EEI TRIAD-FPS MOUNT DIMENSIONS (HxWxD) 2"x5.72"x.25" O 0 �Lo] PDS ENGINEERING O.P.C. CERT. �: 0103685 ``y' WEIGHT: 5.5 LBS QTY: 6 Expires 11/30/23 Y FPS FRONT R IS A VIOLATION OF LAW FOR ANY PERSON, APPROVED { SPECIFICATIONS: ROUND OR POLYGON POLES 3" FPS PLAN TO 7" DIA., 1/4" BRACKET ASSEMBLY UNLEHE DIRECTION OFS ATHEY L ENS DPROFESSIONAL ACTING TENGINEER,, PLANNING BOARD TO ALTER THIS DOCUMENT. A&E PROJECT NUMBER EEI TRIAD-AB MOUNT 159533.001 TOWN e�� OI' Sy;q}T�°giOLD DIMENSIONS (HxWxD) 2'x10"x.25" AB PLAN DISH Wireless L.L.C. DATE ��1i �/` �0�2 WEIGHT: 2 LBS OTY: 6 O O PROJECT INFORMATION DATE {Ind ( "'J NYNYCO22438 SPECIFICATIONS: ANTENNA BRACKET, 1/4" HRPO 23300 MAIN ROAD GUSSET ASSEMBLY AB FRONT ORIENT, NY 11957 O O SHEET TITLE EEI TRIAD-AB L"1, BOLT, HEX NUT, EQUIPMENT DETAILS FLAT WASHER & .� LOCK WASHER O 0 EEI TRIAD—FPS POLE SHEET NUMBER THREADED FPS/AB FRONT ROD (TYP) FPS/AB PLAN /�—C NOT USED NO SCALE 7 NOT USED NO SCALE 8 MAST MOUNT DETAIL NO SCALE 9 /�+� v PLANNING BOARD TOWN OF SOUTHOL® NOTES d"* OC POWER WIRING SHALL BE COLOR CODED AT EACH END FOR IDENTIFYING +24V AND -48V CONDUCTORS. RED MARKINGS SHALL IDENTIFY +24V AND BLUE MARKINGS SHALL IDENTIFY -48V. y 1. THE EASEMENT RIGHTS FOR THIS SITE DO NOT INCLUDE A SPECIFIED AREA FOR THE LOCATION /� OF UTILITIES. CONSTRUCTION CONTRACTOR MUST FIELD VERIFY THE APPROPRIATENESS OF ALL DATE �/J Y> —7 �O'J PROPOSED UTILITY ROUTES Si(UJ h(/ 2. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. 1. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING A BID. ANY QUESTIONS ARISING DURING THE BID 3. GC TO REFER TO FINAL UTILITY COORDINATION DOCUMENT FOR ALL MEET ME POINTS AND PERIOD IN REGARDS TO THE CONTRACTOR'S FUNCTIONS, THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS ROUTING DETAILS. PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE wireless CONTRACT HAS BEEN AWARDED. 5701 SOUTH SANTA FE DRIVE 2. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL STATE AND LITTLETON, CO 80120 I LOCAL CODES, LAWS, AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS REQUIRED TO MEET NEC STANDARDS. 3. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO CONSTRUCTION. 4. CONDUIT ROUGH-IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS. VERIFY WITH THE MECHANICAL EQUIPMENT CONTRACTOR AND COMPLY AS REQUIRED. AMERICAN TOWER' 10 PRESIDENTIAL WAY WOBURN.MA 01801 5. CONTRACTOR SHALL PROVIDE ALL BREAKERS, CONDUITS AND CIRCUITS AS REQUIRED FOR A COMPLETE SYSTEM. �^ 6. CONTRACTOR SHALL PROVIDE PULL BOXES AND JUNCTION BOXES AS REQUIRED BY THE NEC ARTICLE 314. J B+T GRP Jr 1T1T S.BOULDER 7. CONTRACTOR SHALL PROVIDE ALL STRAIN RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES. INSTALLATION SHALL BE IN sum" ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. PH.(918)%7<1csio .hw olp,p mm EXISTING BUILDING 8. ALL DISCONNECTS AND CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES INDICATING DRAWN BY: CHECKED BY:APPROVED BY: EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM. ' 9. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC 250. THE EQUIPMENT SM KJG CLG GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULL BOXES, AND ALL DISCONNECT SWITCHES, AND RFDS REV #: 1.0 EQUIPMENT CABINETS. 10. ALL NEW MATERIAL SHALL HAVE A U.L. LABEL. CONSTRUCTION EXISTIG FIRE SELF SUPPORT DTOWER -; 9'-0" 11.PANEL SCHEDULE LOADING AND CIRCUIT ARRANGEMENTS REFLECT POST-CONSTRUCTION EQUIPMENT. DOCUMENTS x 12. CONTRACTOR SHALL BE RESPONSIBLE FOR AS-BUILT PANEL SCHEDULE AND SITE DRAWINGS. SUBMITTALS 13.ALL TRENCHES IN COMPOUND TO BE HAND DUG REV DATE DESCRIPTION —1 A 12/10/21 ISSUED FOR REVIEW 0 2/22/22 ISSUED FOR CONSTRUCTION 1 6/10/22 ISSUED FOR CONSTRUCTION 2 6/15/22 ISSUED FOR CONSTRUCTION } EXISTING 3 8/2/22 ISSUED FOR CONSTRUCTION \ EQUIPMENT x SHELTER ELECTRICAL NOTES NO SCALE 2 EXISTINGF N E CONCRETE PAD % O y O O x EXISTING 4.-G.. WIDE CHAIN-LINK GATE L.r x x a'. EXISTING EXISTING ICE BRIDGE (TYP) �\ 10365 CONCRETE PAD (TYP) -------------------------� 30'-9' 55 ,.1 1 EXISTING EXISTING CONCEALMENT 1 _ — — 1 MONOPOLE APPROXIMATE H-FRAME (TYP) 1 '� ACCESS EASEMENT SEE ENLARGED _ �1 I' PDS ENGINEERING D.P.C. SITE PLAN CERT. #: 0103685 ih 1 — - 1 Expires 11/30/23 0 0 1 PROPOSED METER IT IS A VIOLATION OF LAW FOR ANY PERSON, 1 3'-7" - UNLESS THEY ARE ACTING UNDER THE DIRECTION 1 Ix SITE LOCATION OF A LICESED THIS DOCUMENT. ED PROFESSIONAL ENGINEER, , x -- - -' '• -————————-—------—— HANDHOLE-o PROPOSED F TOTTER FIBER A&E PROJECT NUMBER Q � x x j1 PROPOSED UNDERGROUND 159533.001^ POWER CONDUIT e e x EXISTING (LENGTH: 5'-0") TRAMSFORMER� DISH Wireless L.L.C. al PROJECT INFORMATION PROPOSED UNDERGROUND NYNYCO2243B EXISTING - POWER CONDUIT - 23300 MAIN ROAD ENUREMENT 9'-3" (LENGTH: 10'-0") ORIENT, NY 11957 CONCRETE PAD x SHEET TITLE x x x x x x 3-2 ELECTRICAL/FIBER ROUTE EXISTING 12'-0" WIDE 111 / PAN AND NOTES CHAIN—LINK GATE + i Il + THE EASEMENT RIGHTS FOR THIS SITE ARE BLANKET EASEMENT RIGHTS TO THE PREMISES AND THEREFORE DOES N (TYP) / NOT INCLUDE A SPECIFIED AREA FOR THE LOCATION OF UTILITIES. CONSTRUCTION CONTRACTOR MUST FIELD VERIFY SHEET NUMBER ix x�✓/ THE APPROPRIATENESS OF ALL PROPOSED UTILITY ROUTES. fi' 4' 2' 0 5' 10, E-1 UTILITY ROUTE PLAN AERIAL VIEW NO SCALE 3/16"=,'-O" CARLON EXPANSION FITTINGS SEE TRENCHING NOTE 1 DISH Wireless L.L.C. DISH Wireless L.L.C. FIBER • COUPLING END MALE TERMINAL STD PROVIDES 12AWG o � o DISTRIBUTION PANEL. ADAPTER END SIZE CTN TRAVEL VARIES PER BACKFILL PER SITE WIRE 6 TAIL PART# PART# OTY LENGTH PART NUMBER TRENCHING NOTES WORK SPECIFICATIONS ( ) PROPOSED DISH Wireless L.L.C. d .sh E945D E945DX 1/2" 20 4" 1. CONTRACTOR SHALL RESTORE THE (SEE GENERAL NOTES) TELCO FIBER ENCLOSURE TRENCH TO ITS ORIGINAL SLOPE TO SUIT SOIL _ E945E E945EX 3/4" 15 4" SLIP JOINT CONDITIONS BY EITHER SEEDING CONDITION IN ACCORDANCE • (SEE CHART FOR OR SODDING GRASS AREAS, OR WITH LOCAL REGULATIONS wireless.. E945E E945EX 1" 10 4" r PART NUMBER) REPLACING ASPHALT OR CONCRETE SEE TRENCHING NOTE 2 PROPOSED DISH Wireless I AREAS TO ITS ORIGINAL CROSS L.L.C. UNISTRUT FE E945G E945GX 1 1/4" 5 4" SECTION. /�\/ \�� 570 LITTLETON, COA80120RIVE / � w DISH Wireless L.L.C. FIBER 3 E945H E945HX 1 1/2" 5 4" 1 2. TRENCHING SAFETY; INCLUDING, JUMPER TO CABINET WILL \�� o= 0.1 `+ BUT NOT LIMITED TO SOIL / NEED TO BE TERMINATED BY . ��/ m=w FIBER PROVIDER ON OTHER E945J E945JX 2" 15 8" CLASSIFICATION, SLOPING, AND �� \ j� 3� PROPOSED DISH SIDE OF BULKHEAD/LC TO LC SHORING, SHALL BE GOVERNED Z \ � �j` fOwD' Wireless L.L.C. CONNECTOR WHERE CIRCUIT E945K E945KX 2 1/2" 10 8" BY THE CURRENT OSHA w = \`\ \ p Jo 10 AMP DISTRIBUTION IS TERMINATED. o v�" \� �� 1_^ BREAKER 6*MERICAItI70WER• E945L E945LX 3" 10 8" TRENCHING AND EXCAVATION w o 10 PRESIDENTIAL WAY SAFETY STANDARDS. U p .I \/\.. /\ rt o WOBURN.MA 01801 Z E945M E945MX 3 1/2" 5 8" 3. ALL CONDUITS SHALL BE ¢ w " IN IN w / 7FIBEIR POSED FIBER PROVIDER INSTALLED IN COMPLIANCE WITH > rn LATERAL FROM RIGHT E945N E945NX 4" 5 8" THE CURRENT NATIONAL i,i//�/i,. PROPOSED DISH Wireless L.L.C. Q WAY TO STREET, f B+T GRP UTILITY WARNING TAPE 12 AWG WIRE 17175 13M DER E945P E945PX 5" 1 8ELECTRIC CODE (NEC) OR AS PROPOSED DISH Wireless L.L.C. INATED TO FDP sum" TULSA,Ox 74118 NOTE: REQUIRED BY THE LOCAL SAND BEDDING PER SITE 1-1/2" POWER FROM CABINET POSED DISH Wireless L.L.C.E945R E945RX 6" 1 8CONTRACTOR TO INSTALL EXPANSION FITTING JURISDICTION, WHICHEVER IS FIBER TO CABINETSLIP JOINT AT METER CENTER CONDUIT WORK SPECIFICATIONS THE MOST STRINGENT. DISH Wireless L.L.C. INSTALLS TERMINATION, AS PER LOCAL UTILITY POLICY, 1-1/2" CONDUITS FOR POSED DISH Wireless L.L.C. DRAWN BY: CHECKED BY:APPROVED BY: ORDINANCE AND/OR SPECIFIED REQUIREMENT. AND FIBER TO CABINET 2" CONDUIT FROM COMMERCIAL FIBER VAULT SM KJG CLG EXPANSION JOINT DETAIL NO SCALE TYPICAL UNDERGROUND TRENCH DETAIL NO SCALE 2 DARK TELCO BOX - INTERIOR WIRING LAYOUT NO SCALE 3 RFDS REV #: 1.0 CONSTRUCTION DOCUMENTS NOTE: FIBER PROVIDER SUBMITTALS PROPOSED FIBER WILL NEED TO PROVIDE AN PROPOSED DISH Wireless L.L.C. NID, IF REQUIRED ADDITIONAL 5FT UNISTRUT, REV DATE DESCRIPTION 2 U—BOLTS WITH 4 NUTS, UNISTRUT IN THE EVENT THE a 12/10/21 ISSUED FOR REVIEW BRACKET SPACING DOESN'T 0 2/22/22 ISSUED FOR CONSTRUCTION LINE UP WITH CURRENT SPACING BELOW 1 6/10/22 ISSUED FOR CONSTRUCTION PROPOSED FIBER PROVIDER IN IN OUT 2 6/15/22 ISSUED FOR CONSTRUCTION 1-1/4" FLEX CONDUITS 3 8/2/22 ISSUED FOR CONSTRUCTION FIBER PROVIDER TO TERMINATE FIBER PROVIDER TO PUNCH TOP OF POWER TO FIBER PROVIDER NID TELCO BOX OF NID ENCLOSURE AND PROPOSED DISH Wireless L.L.C. INSTALL 1-1/4" LIQUID TIGHT 12 AWG WIRE (6' TAIL) CONNECTORS, UL LISTED, NYLON MATERIAL, WITH O—RING GASKET [�� FIBER PROVIDER TO INSTALL , NEW PROPOSED DISH Wireless L.L.C. 1-1/4" FLEX CONDUITS BETWEEN FDP TELCO BOX & NID 10 AMP DISTRIBUTION BREAKER PROPOSED DISH Wireless L.L.C. �� n PROPOSED DISH Wireless L.L.C. TELCO FIBER ENCLOSURE 12 AWG WIRE C::3 PROPOSED DISH Wireless L.L.C. c .t 1-1/2" FIBER TO CABINET N IN 0 PROPOSED DISH Wireless L.L.C. 0 0 PROPOSED DISH Wireless L.L.C. r 1-1/2" POWER FROM CABINET 2" CONDUIT FROM COMMERCIAL �y FIBER VAULT LIT TELCO BOX - INTERIOR WIRING LAYOUT (OPTIONAL) NO SCALE 4 NOT USED NO SCALE 5 NOT USED NO SCALE g �o3s85 oFESS PDS ENGINEERING D.P.C. CERT. #: 0103685 Expires 11/30/23 I7 APPROVED Q� I IS A VIOLATION OF IAW FOR ANY PERSON. B UNLESS THEY ARE ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER, PLANNING [[��,'�p+ ® p A TO ALTER THIS DOCUMENT. �-ANNING BOARD � A&E PROJECT NUMBER I` 159533.001 TOWN OF SOUTHOLD ( DISH Wireless L.L.C. PROJECT INFORMATION DATE ��b" '�J` 2 � NYNYCO2243B / �Z J I 23300 MAIN ROAD ------------- }. ORIENT, NY 11957 SHEET TITLE I ELECTRICAL DETAILS SHEET NUMBER E-2 NOT USED NO SCALE 7 NOT USED NO SCALE NOT USED NO SCALE 9 r d.* sh \/ PROPOSEDPOWERPOWER PROTECTIVE CABINET ENERSYS NETWORK CABINET 5701 SOUTH SANTA FE DRIVE UTILITY SERVICE ENTRANCE 120/24OV, 1 PH, SERVICE RATED, LITTLETON, CO 80120 LISTEDOVERALL ILL POWER CENTER, 120/240 VAC 1PH N3R, 65K/10KAIC (3) 3/0 WITH #6 GROUND BACKUP IN 3" SCH 40 CONDUIT MAIN BREAKER WITH GENERATOR 200A 200A INTERLOCKED GENERATOR CAMLOCK FEED, 200A 65K AIC (3) PROPOSED CONTRACTOR TO REFER TO GEN PLUG 3/4" EMT CONDUITS FINAL UTILITY DESIGN DETAILS N A%rim AIV TOWER 10 PRESIDENTIAL WAY SURGE SUPPRESSION WOBURN.MA 01801 EXISTING 120/24OV, IVW, UTILITY COMPANY DEVICE 100KA SAD/MOV SOI.vA TRANSFORMERN�Q GFCI 01 15A 02 40A PROPOSED 2 #8, 1 #10 CU GND. I FOR RECTIFIERS 1 & 2 Jf B+T GRP NEW WIRE AND CONDUIT PER UTILITY 03 04 1]1]S.BWLDER SLATE 300 COMPANY REQUIREMENTS 05 06 n ,p11d11y SPACE 07 OB 40A PROPOSED 2 8, 1 10 CU GND. FOR RECTIFIERS 3 & 4 PN.p18)W7) M SPACE 09 10 PROPOSED 2 8, 1 10 CU GND. DRAWN BY: CHECKED BY:APPROVED BY: SPACE 11 12 20A FOR RECTIFIER 5 SPACE SM KJG CLG 13 14 SPACE 15 16 SPACE RFDS REV #: 1.0 SPACE 17 18 SPACE NEW 200A, 120/24OV, 1Q3W, SERVICE RATED, SPACE SPACE6 . CONSTRUCTION FUSIBLE DISCONNECT (NEMA 3R). 19 20 (1) PROPOSED #4 CU (GROUNDING 200 (SQUARE D MODEL No. D224NRB / OR SPACE 21 22 SPACE 1/2" EMT CONDUIT DOCUMENTS EQUIVALENT). VERIFY COMPATIBILITY WITH ELECTRODE CONDUCTOR) LOCAL UTILITY COMPANY. LOCATION OF MAIN SPACE SPACE BONDING JUMPER. 23 24 SUBMITTALS SPACE SPACE REV DATE DESCRIPTION PROPOSED 2 #10, 1 #10 CU GND. FOR CONVENIENCE OUTLET A 12/10/21 ISSUED FOR REVIEW 0 2/22/22 ISSUED FOR CONSTRUCTION NOTE' 1 6/10/22 ISSUED FOR CONSTRUCTION BRANCH CIRCUIT WIRING SUPPLYING RECTIFIERS ARE TO BE RATED UL1015, 105-C, 60OV, AND PVC INSULATED, IN THE SIZES SHOWN 2 6/15/22 ISSUED FOR CONSTRUCTION IN THE ONE-LINE DIAGRAM. CONTRACTOR MAY SUBSTITUTE UL1015 WIRE FOR THWN-2 FOR CONVENIENCE OUTLET BRANCH CIRCUIT. GROUNDING ELECTRODE SHALL BE e/2/22 ISSUED FOR CONSTRUCTION (2) 5/8"0 X 10' LONG GROUND ROD BREAKERS REQUIRED: SPACED MINIMUM 6' APART (2) 40A, 2P BREAKER - SQUARE D P/N:Q02 (1) 20A, 2P BREAKER - SQUARE D P/N:0022O20 (1) 20A, 1P BREAKER - SQUARE D P/N:QO12o (1) 15A, 1P BREAKER - SQUARE D P/N:QO115 C) NFdy Is y0 PPC ONE—LINE DIAGRAM NO SCALE r c� t 1036 a� pAoFESS PROPOSED ENERSYS PANEL SCHEDULE PDS ENGINEERING D.P.C. VOLTAMPS VOLT AMPS LOAD SERVED (WATTS) TRIP CKT PHASE CKT TRIP (WATTS) LOAD SERVED CERT. #: 0103685 Ll PPC GFCI OUTLET 180 _ 15A 1 A 2 3840 M1�er ENERSYS ALPHA CORDER ��e®^VED By Expires 1IT IS A VIOLATION OF LAAWW FFOROR 3 ENERSYS GFCI OUTLET - 180 20A 3 B 4 40A ...n.x at 3840 RECTIFIERS 1 & 2 ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION -SPACE- __ - 5 1 A 6 40A 3840 }�.`,ENERSYS ALPHA COROEX ��gy OF A LICENSED PROFESSIONAL ENGINEER, -SPACE- "•�='F 7 B 8 -U�d14 3840 RECTIFIER 3 & 4 rLAN��QLI� ) TO ALTER THIS DOCUMENT. -SPACE- n• 9 A 10 1920 asa.;�+R,ENERSYS ALPHA COROEX 1�i'1��A7 BOARD I -SPACE- .".•°i. 11 B 12 20A '-' 1920 RECTIFIER 5 A&E PROJECT NUMBER -SPACE- - 13 A 14 -ca';:•C,•ti -SPACE- TOWN -SPACE- - 15 B i6 -SPACE- ■O @r�J N OF O pTHOLD 159533.001 -SPACE- 17 A 18 -SPACE- •a L�1 -SPACE- 19 B r -SPACE- y DISH Wireless L.L.C. -SPACE- - 21 A 22 y, _' -SPACE- DATE E '�` � PROJECT INFORMATION -SPACE- 23 B 24 - -SPACE- r —7 VOLTAGE AMPS 180 180 9500 9500 /e 2C>2 NYNYCO2243B 200A MCB, 10, 24 SPACE, 120/240V L1 L2 MB RATING: 65,000 AIC 9680 9680 VOLTAGE AMPS 23300 M AIN ROAD 81 1 81 1 AMPS 81 IMAX AMPS I ORIENT, NY 11957 102 MAX 1257 SHEET TITLE ELECTRICAL ONE—LINE AND PANEL SCHEDULE SHEET NUMBER E-3 PANEL SCHEDULE NO SCALE 2 NOT USED NO SCALE 3 TEST WELL PROPOSED BUSS EXOTHERMIC CONNECTION TEST GROUND ROD WITH BAR INSULATORS PROPOSED 4"x12"x1/4" TINNED �T INSPECTION SLEEVE • v COPPER GROUND BUSS BAR ■ MECHANICAL CONNECTION r. r. _. _ . �. ___ #6 AWG STRANDED & INSULATED i GROUND BUS BAR / — #2 AWG SOLID COPPER TINNED sh BOND PROPOSED EQUIPMENT O GROUND R00 wireless.. PLATFORM TO PROPOSED GROUNDING - BUSS BAR INSULATOR ELECTRODE SYSTEM (TYP OF (4)) ; ��\ \ 5701 SOUTH SANTA FE DRIVE BOND ICE BRIDGE LITTLETON, CO 80120 \ I SUPPORT POSTS GROUNDRINGBOND s ■ "I' i (TYP ALL POSTS) GROUNDING LEGEND BOND H-FRAME POST TO UNISTRUT (NP) -_ EXISTING TOWER GROUND 1. GROUNDING IS SHOWN DIAGRAMMATICALLY ONLY. RING (FIELD VERIFY) 2. CONTRACTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE SYSTEM. GROUNDING SHALL BE IN-------------------- HIIIIER�CAN70W6R' _ 10 PRESIDENTIAL WAY COMPLIANCE WITH NEC SECTION 250 AND DISH Wireless L.L.C. GROUNDING AND BONDING WOBURN.MA 01801 I' \ #2 AWG BURIED GROUND REQUIREMENTS AND MANUFACTURER'S SPECIFICATIONS. I •,• '�, RING 30" BELOW GRADE 3. ALL GROUND CONDUCTORS SHALL BE COPPER: NO ALUMINUM CONDUCTORS SHALL BE USED. B+T GRP 171]5 BOER sU1TEm TUL9A.OK 74119 / \ P:(9N18)587.dsT0 #2 TINNED SOLID IN 1/2" MIN. LIQUID TIGHT CONDUIT FROM 24" BELOW GRADE O a �I GROUNDING KEY NOTES DRAW4BY: CKED BY:APPROVED BY. TO WITHIN 3" TO 6" OF CAD-WELDTERMINATION POINT. EXPOSED END OF KJG CLG THE LIQUID TIGHT CONDUIT MUST BEI EXTERIOR GROUND RING: #2 AWG SOLID COPPER, BURIED AT A DEPTH OF AT LEAST 30 INCHES BELOW SEALED WITH SILICONE CAULK. (TYP) © I O GRADE, OR 6 INCHES BELOW THE FROST LINE AND APPROXIMATELY 24 INCHES FROM THE EXTERIOR WALL RFDS REV : 1.0 OR FOOTING. 611' In,' - - - - - _ \ ° / CONSTRUCTION 70WER GROUND RING THE GROUND RING SYSTEM SHALL BE INSTALLED AROUND AN ANTENNA TOWER'S LEGS, "I TO AND/OR GUY ANCHORS. WHERE SEPARATE SYSTEMS HAVE BEEN PROVIDED FOR THE TOWER AND THE D 0 C U M E N TS \ \ / BUILDING, AT LEAST TWO BONDS SHALL BE MADE BETWEEN THE TOWER RING GROUND SYSTEM AND THE BUILDING RING GROUND SYSTEM USING MINIMUM #2 AWG SOLID COPPER CONDUCTORS. SUBMITTALS • • O VRIR.ETER OF THEREQUIPMENTV AREA.STRANDED NON-TELECOMMUNICATIONSR CONDUCTOR RELATED METALLICOBJECTSAROUNDTHE HE REV DATE DESCRIPTION EXISTING MONOPOLE TOWER WITHIN A SITE SHALL BE GROUNDED TO THE INTERIOR GROUND RING WITH #6 AWG STRANDED GREEN A 12/10/21 ISSUED FOR REVIEW BOND EQUIPMENT AS INSULATED CONDUCTOR. D 2/22/22 ISSUED FOR CONSTRUCTION REQUIRED BY MANUFACTURER PROPOSED EQUIPMENT GROUND RING TO EXISTING D BOND TO INTERIOR GROUND RING: #2 AWG SOLID TINNED COPPER WIRE PRIMARY BONDS SHALL BE 1 6/10/22 ISSUED FOR CONSTRUCTION PROVIDED AT LEAST AT FOUR POINTS ON THE INTERIOR GROUND RING, LOCATED AT THE CORNERS OF THE 2 6/15/22 ISSUED FOR CONSTRUCTION TOWER GROUND RING (TYP OF (2) TOTAL) BUILDING. 3 8/2/22 ISSUED FCR CONSTRUCTION I GROUND ROD: UL LISTED COPPER CLAD STEEL. MINIMUM 1/2" DIAMETER BY EIGHT FEET LONG. GROUND APP 0 V E DBY TY ICAL EQUIPMENT GROUNDING PLAN NO SCALE 1 O RODS SHALL BE INSTALLED WITH INSPECTION SLEEVES. GROUND RODS SHALL BE DRIVEN TO THE DEPTH OF GROUND RING CONDUCTOR. A, QUIPMENT PLANNING BOARD O FRAMESEALL BONDS ARE MADE WITOUND BAR, OTHT#2FAWG UNLESS NOTED OTHGROUND REFERENCE OERWISE STRANDEDR ALL OAGREENTIONS ENSULATED �of NE�y COPPER CONDUCTORS. BOND TO GROUND RING WITH (2) #2 SOLID TINNED COPPER CONDUCTORS. ! /v TOWN OF SOUTHOLD O NSTULATED COPPER IND BAR, BOND TO T THE INTERIOR GROUND RING WITH TWO NCE WG STRANDED ARE CONDUCTBOTH PROPOSED PRESENT, THE CRGB MUST BE CONNECTED TO THE HATCH-PLATE AND TO THE INTERIOR GROUND RING ATE 71 ^ o �� BULKHEAD (TYP) USING (2) TWO #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTORS EACH.L EXISTING MAST PROPOSED H EXTERIOR CABLE ENTRY PORT GROUND BARS: LOCATED AT THE ENTRANCE TO THE CELL SITE BUILDING. BOND ~ ANTENNA (TYP) O TO GROUND RING WITH A #2 AWG SOLID TINNED COPPER CONDUCTORS WITH AN EXOTHERMIC WELD AND INSPECTION SLEEVE. ROUND MEMBER ADAPTER PROPOSED O TELCO GROUND BAR, BOND TO BOTH CELL REFERENCE GROUND BAR AND EXTERIOR GROUND RING. a� STEALTH CANISTER I x03685 ` O FRAME BONDING: THE BONDING POINT FOR TELECOM EQUIPMENT FRAMES SHALL BE THE GROUND BUS THAT A^ ls"l;lll:d.4'Jl.`r`.011lff{!1((„+!ll; I IS NOT ISOLATED FROM THE EQUIPMENTS METAL FRAMEWORK. 3/8” HEX OR FESS EXISTING MAST FILLISTER BOLT LOCK WASHER I O OF ETHERINTERIOR UNIT METAL FRAMES, CGROUND RING REQUIREAA #6SAWG STRAAND NDED LGR ENLNSULATED UNITS LCOOPPER BOND CATED WITH TTO THEHE 6"x2" GROUND FLAT WASHER INTERIOR GROUND RING. BUS BAR PDS ENGINEERING D.P.C. OFENCE AND GATE GROUNDING: METAL FENCES WITHIN 7 FEET OF THE EXTERIOR GROUND RING OR OBJECTS CERT. #: 0103685 6"x2" GROUND BONDED TO THE EXTERIOR GROUND RING SHALL BE BONDED TO THE GROUND RING WITH A#2 AWG SOLID Expires 11/30/23 \ BUS BAR EXISTING MAST TINNED COPPER CONDUCTOR AT AN INTERVAL NOT EXCEEDING 25 FEET. BONDS SHALL BE MADE AT EACH J 54.1;iSriNltYB111t1.Y;d lil GATE POST AND ACROSS GATE OPENINGS IT IS A vEN OF LAw FOR ANY PERSON, UNLESS THIP EY ARE ACTING UNDER THE DIRECTION I OF A LICENSED PROFESSIONAL ENGINEER, ROUND MEMBER OEXTERIOR UNIT BONDS: METALLIC OBJECTS, EXTERNAL TO OR MOUNTED TO THE BUILDING, SHALL BE BONDED TO ALTER THIS DOCUMENT. ADAPTERSTAINLESS STEEL TO THE EXTERIOR GROUND RING. USING #2 TINNED SOLID COPPER WIRE HOSE CLAMP #2 AWG STRANDED A&E PROJECT NUMBER STAINLESS STEEL COPPER GREEN O ICE BRIDGE SUPPORTS EACH ICE BRIDGE LEG SHALL BE BONDED TO THE GROUND RING WITH 2 AWG BARE 159533.001 HOSE CLAMP GROUND 1) BUS BAR INSULATED (TYP) TINNED COPPER CONDUCTOR. PROVIDE EXOTHERMIC WELDS AT BOTH THE ICE BRIDGE LEG AND BURIED GROUND RING. DISH Wireless L.L.C. 0iO DURING ALL DC POWER SYSTEM CHANGES INCLUDING OC SYSTEM CHANGE OUTS, RECTIFIER REPLACEMENTS PROJECT INFORMATION OR ADDITIONS, BREAKER DISTRIBUTION CHANGES, BATTERY ADDITIONS, BATTERY REPLACEMENTS AND NYNYCO22438 INSTALLATIONS OR CHANGES TO DC CONVERTER SYSTEMS IT SHALL BE REQUIRED THAT SERVICE CONTRACTORS VERIFY ALL DC POWER SYSTEMS ARE EQUIPPED WITH A MASTER DC SYSTEM RETURN GROUND 23300 MAIN ROAD ANTENNA GROUNDING CONDUCTOR ONDUC OE GROUND HE C POWER SYSTEM COMMON RETURN BUS DIRECTLY CONNECTED TO THE CELL SITE ORIENT, NY 1 1957 BUSS BAR PLAN BUSS BAR ELEVATION ELEVATION OTOWER TOP COLLECTOR BUSS BAR IS TO BE MECHANICALLY BONDED TO PROPOSED ANTENNA MOUNT. SHEET TITLE GROUNDING PLAN AND REFER TO DISH Wireless L.L.C. GROUNDING NOTES. NOTES SHEET NUMBER G-1 TYPICAL ANTENNA GROUNDING DETAIL NO SCALE 2 GROUNDING KEY NOTES NO SCALE 3 NOTES y EQUIPMENT CABINET OMITTED FOR CLARITY d,'.* sh wireless 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 PROPOSED GPS UNIT PROPOSED 200AMP METER SOCKET PROPOSED RRH (TYP OF 6) AM6RICANitDWBR' 10 PRESIDENTIAL WAY WOBURN.MA 01801 _ I u•I --- _ B+T GRP C�� I B I" 1 II II I I 17175 B—DER SUITE 588 tyS;V1�j I TULSA.Ox 74119 I PROPOSED 0 p I I�III J PP:(918)w7— POWER Irl I I slam Pom 1 PROTECTIVE 1 L .x ( CABINET _ __1 II I II _ ll ! I DRAWN BY: CHECKED BY:APPROVED BY: I -------- IMI - - - II - - - ' - - - SM KJG CLG o 'RR 1 — — o / /// RFDS REV #: 1.0 1 F------- — z rz �/ / (r------�1 — ��_ ; =t4_ I I RESERVED _ — z -- �� III SPACE FOR II �; / CONSTRUCTION 1 / ADDITIONAL II St. 1 / DISCONNECT IIIII I� T,nl / DOCUMENTS SAFETY 1 I III SWITCH. IF III -- ---I I #2 TINNED SOLID IN �III�I rites REQUIRED J I��1 1/2" MIN. LIQUID TIGHT SUBMITTALS APPROVED �..•��®` O� �� ; CONDUIT FROM 24" \ i / REV DATE DESCRIPTION YL'"3 11E9>S I ��Ti BELOW GRADE TO WITHIN \ `\\ ^_� 3" TO 6" OF CAD-WELD \ \\ I I I ( I A 12/10/21 ISSUED FOR REVIEW TERMINATION POINT. \ BOARD I _ __ __ _ —e EXPOSED END OF THE J \ \ o 2/22/22 ISSUED FOR CONSTRUCTION PLANNINGBOARD 4 ( I r11 LIQUID TIGHT CONDUIT /I / % 6/10/22 ISSUED FOR CONSTRUCTION ` MUST BE SEALED WITH \ \ 2 6/15/22 ISSUED FOR CONSTRUCTION TOWN f'�, 1 1 I I SILICONE CAULK. (NP) � _ _ B I I _ � T®Y• C• OF SOUTHOLD 3 8/2/22 ISSUED FOR CONSTRUCTION ` Li t�j Ly DATE 2D joo _/ ;_ :1,•,: .:.. - oo _ - I I I I oo /; 1 1 00 11 1 �-� ;L-77 EXTERNAL CLOSED BARREL, FOR ALL BLACK HEAT CONDUCTOR INSULATION TO EXTERNAL INSPECTION WINDOW IN CLEAR HEAT CONDUCTOR INSULATION TO d ." s TOOTHED EXTERIOR TWO—HOLE SHRINK UV BUTT UP AGAINST THE TOOTHED BARREL, REQUIRED FOR SHRINK BUTT UP AGAINST THE 1. EXOTHERMIC WELD (2) TWO, #2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUND CONNECTORS BAR. ROUTE CONDUCTORS TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC RATED CONNECTOR BARREL ALL INTERIOR TWO—HOLE CONNECTOR BARREL WELD. CONNECTORS 2. ALL EXTERIOR GROUNDING HARDWARE SHALL BE STAINLESS STEEL 3/8" DIAMETER OR LARGER. 3/8" DIA x1 1/2" 3/8" DIA x1 1/2" ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH wireless AN ANTI—OXIDANT COMPOUND BEFORE MATING. S/S NUT S/S NUT 3. FOR GROUND BOND TO STEEL ONLY: COAT ALL SURFACES WITH AN ANTI—OXIDANT COMPOUND 5701 SOUTH SANTA FE DRIVE BEFORE MATING. S/S LOCK S/S LOCK LITTLETON, CO 80120 WASHER ——————— WASHER 4. DO NOT INSTALL CABLE GROUNDING KIT AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR _ DOWN TO GROUNDING BUS. r' S/S FLAT S/SFLAT WAS 1111 5. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND BAR AND BOLTED ON WASHER 111111 WASHER THE BACK SIDE. �— ------ --- ------- TINNED COPPER TINNED COPPER AMER�Cp1�7WBR• 6. ALL GROUNDING PARTS AND EQUIPMENT TO BE SUPPLIED AND INSTALLED BY CONTRACTOR. S/S FLAT ——— ——————— S/S FLAT GROUNDING BAR GROUNDING BAR 10 PRESIDENTIAL OWAY 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUND BAR AS WASHER J�Jf�� WASHER JJffj� WOBURN,MA 0I801 REQUIRED. 8. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8" OF THE BARREL (NO SHINERS). S/S BOLT S/S BOLTB+T GRP (1 OF 2) (1 OF 2) 111]5.BOULDER SUI E 300 TULSA.Ox 70119 PH.(918)58]-0630 1/16" MINIMUM SPACING 1/16" MINIMUM SPACING ufem� DRAWN BY: CHECKED BY:APPROVED BY: SM KJG CLG TYPICAL GROUNDING NOTES NO SCALE TYPICAL EXTERIOR TWO HOLE LUG NO SCALE 2 TYPICAL INTERIOR TWO HOLE LUG FNOSCALE 3 REDS REV y: 1.0 CONSTRUCTION DOCUMENTS SUBMITTALS NOTE: MINIMUM OF 3 THREADS S/S BOLT (TYP) REV DATE DESCRIPTION TO BE VISIBLE (TYP) S/S SPLIT WASHER (TYP) A 12/10/21 ISSUED FOR REVIEW 0 2/22/22 ISSUED FOR CONSTRUCTION S/S FLAT WASHER (TYP) I 6/10/22 ISSUED FOR CONSTRUCTION 2 6/15/22 ISSUED FOR CONSTRUCTION 2 HOLE LONG BARREL 8/2/22 ISSUED FOR CONSTRUCTION TINNED SOLID COPPER LUG (TYP) S/S FLAT WASHER (TYP) TIN COATED SOLID COPPER BUS BAR S/S NUT (TYP) CHERRY INSULATOR I O� NEW INSTALLED IF REQUIRED (Y- ,. Ir r LUG DETAIL NO SCALE 4 NOT USED NO SCALE 5 NOT USED NO SCALE 61036 FESS PDS ENGINEERING D.P.C. -- CERT. 111: 0103685 Expires 11/30/23 APPROVED 13Yi R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PLANNING BOARD RD A&E PROJECT NUMBER TOWN OF SOUTHOLD ! 159533.001 DISH Wireless L.L.C. PROJECT INFORMATION DATE "�� ZoZ3 i NYNYCO2243B 23300 MAIN ROAD ORIENT, NY 11957 SHEET TITLE GROUNDING DETAILS SHEET NUMBER G-3 NOT USED NO SCALE ] NOT USED NO SCALE 8 NOT USED NO SCALE 9 `y • LOW BANDS (N71+N26) AWS OPTIONAL - (N29) (N66+N70+H-BLOCK) HYBRID/DISCREET CABLES 3/4" TAPE WIDTHS WITH 3/4" SPACING ORANGE PURPLIE� s h ALPHA RRH BETA RRH GAMMA RRH wireless.. LOW-BAND RRH PORI 1 PORE 2 PORI 3 PORI 4 PORE 1 PORT 2 PORT 3 PORT 4 jFG PORI 2 PORI 3 PORT(600 MHz N71 BASEBAND) + +SLANT - SLANTSLANT - S -SLANT + SLANT - SLANT - SLANTLANT -SL(850 MHz N26 BAND) + 5701 SOU H A(700 MHz N29 BAND) - OPTIONAL PER MARKET LITTLETON, CO 80120 RED RED RED RW BLUE BLUE BWE BWE REEN GREEN CREEK CBRS TECH NEGATIVE SLANT PORT ADD FREQUENCY COLOR TO SECTOR BAND(CBRS WILL USE YELLOW BAND) (3 GHz) ON ANT/RRHORANGE ORANGE RED RED ORANGE ORANGE BWE BWE ORANGE GREEN GREEN WHITE GRi11JGE ORANGE _ ORANGE ORANGE ORANGE URANGE AMERICAN7OWHR' 10 PRESIDENTIAL WAY WOBURN, MA 01801 - PORT - 0 - ORT ALPHA SECTOR BETA SECTOR GAMMA SECTOR B+T GRP 1717S.BOULDER SUITE BSO TULSA,)W469 MID-BAND RRH RED BLUE GREEN PH(918) (AWS BANDS N66+1170) I RED I I BWE i i BWE GREEN GREEN GREEN GREENDRAWN BY: CHECKED BY:APPROVED BY: ADD FREQUENCY COLOR TO SECTOR BAND(CBRS WILL USE YELLOW BANDS) PURPLE PURPLE BWE PURPLE PURPLE GREEN GREEN SM KJG CLG PURPLE _ PURPLE PURPLE COLOR IDENTIFIER NO SCALE 2 RFDS REV #: 1.0 L CONSTRUCTION DOCUMENTS HYBRID/DISCREET CABLES EXAMPLE 1 EXAMPLE 2 EXAMPLE 3 CANISTER SUBMITTALS COAX/1 COAX/2 INCLUDE SECTOR BANDS BEING SUPPORTED (ALPHA) (ALPHA) REV DATE DESCRIPTION ALONG WITH FREQUENCY BANDS. A 12/10/21 ISSUED FOR REVIEW EXAMPLE 1 - HYBRID, OR DISCREET, SUPPORTS ;OG RED RED RED ALL SECTORS. BOTH LOW-BANDS AND 0 2/22/22 ISSUED FOR CONSTRUCTION MID-BANDS. BWE 1 6/10/22 ISSUED FOR CONSTRUCTION EXAMPLE 2 - HYBRID, OR DISCREET, SUPPORTS GREEN RED 2 5/15/22 ISSUED FOR CONSTRUCTION CBRS ONLY. ALL SECTORS 3 8/2/22 ISSUED FOR CONSTRUCTION EXAMPLE 3 - MAIN COAX WITH GROUND YELLOW MOUNTED RRHs. n1 FIBER JUMPERS TO RRHs LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH of NES LOW-BAND HHR FIBER CABLES HAVE SECTOR I`yQ [�_ea O STRIPE ONLY. RED RED BLUE BLUE GREEN GREEN ORANGE PURPLE ORANGE PURPLE ORANGE PURPLE �� POWER CABLES TO RRHs LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH `G LOW-BAND PRH POWER CABLES HAVE SECTOR r STRIPE ONL1 RED RW BLUE BWE GREEN GREEN ORANGE PURPLE OILWGE PURPLE ORANGE PURPLE NOT USED NO SCALE 3 x036 pR�FESS RET MOTORS AT ANTENNAS ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 MID BAND LOW BAND MID BAND LOW BAND MID BAND LOW BAND RET CONTROL IS HANDLED BY THE MID-BAND IN IN IN IN IN IN RRH WHEN ONE SET OF RET PORTS EXIST ON PDS ENGINEERING D.P.C. ANTENNA CERT. #: 0103685 Expires 11/30/23 SEPARATE RET CABLES ARE USED WHEN RED RED BLUE BLUE JEEN GANTENNA PORTS PROVIDE INPUTS FOR BOTHr�"' IT IS A vIOLA710N OF uw FOR ANv PERSON, LOW AND MID BANDS. APP OVrD BY UNLESS THEY ARE ACTING UNDER THE DIRECTION PURPLE ORANGE OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PLANNING BOAR A&E PROJECT NUMBER MICROWAVE RADIO LINKS FORWARD AZIMUTH OF 0-120 DEGREES FORWARD AZIMUTH OF 120-240 DEGREES FORWARD AZIMUTH OF 240-359 DEGREES 159533.001 PRIMARY SECONDARY PRIMARY SECONDARY PRIMARY SECONDARY TOWN O F S O U T H O• D LINKS WILL HAVE A I.5-2 INCH WHITE WRAP L WITH THE AZIMUTH COLOR OVERLAPPING IN THE DISH Wireless L.L.C. MIDDLE � � � PROJECT INFORMATION ADD ADDITIONAL SECTOR COLOR BANDS FOR r� WH EACH ADDITIONAL MW RADIO. REO RW BLUE BLUE GREEN GREEN DATE 1 _ i NYNYCO2243B MICROWAVE CABLES WILL REQUIRE P-TOUCH WHffE WHffE WHITE WHITE WHITE WHITE 11'— b' � •2_023 1 23300 MAIN ROAD LABELS INSIDE THE CABINET TO IDENTIFY THE RED BLUE GREEN I ORIENT, NY 11957 LOCAL AND REMOTE SITE ID's. WHITE WHITE WHITE I SHEET TITLE RF CABLE COLOR CODES SHEET NUMBER RF-1 RF CABLE COLOR CODES NO SCALE NOT USED NO SCALE 4 AB ANCHOR BOLT IN INCH EXOTHERMIC CONNECTION • ABV ABOVE INT INTERIOR • MECHANICAL CONNECTION ■ AC ALTERNATING CURRENT LB(S) POUND(S) BUSS BAR INSULATOR A ADDL ADDITIONAL LF LINEAR FEET AFF ABOVE FINISHED FLOOR LTE LONG TERM EVOLUTION CHEMICAL ELECTROLYTIC GROUNDING SYSTEM e AFG ABOVE FINISHED GRADE MAS MASONRY d .sh TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM 19 AGL ABOVE GROUND LEVEL MAX MAXIMUM wireless AIC AMPERAGE INTERRUPTION CAPACITY MB MACHINE BOLT EXOTHERMIC WITH INSPECTION SLEEVE ❑• ALUM ALUMINUMMECH MECHANICAL 5701 SOUTH SANTA FE DRIVE GROUNDING BARS-. ALT ALTERNATE MFR MANUFACTURER LITTLETON, CO 80120 ANT ANTENNA MGN MASTER GROUND BAR GROUND ROD II� APPROX APPROXIMATE I - MIN MINIMUM TEST GROUND ROD WITH INSPECTION SLEEVE IMT ARCH ARCHITECTURAL MISC MISCELLANEOUS ATS AUTOMATIC TRANSFER SWITCH MTL METAL SINGLE POLE SWITCH AWG AMERICAN WIRE GAUGE ANIER10 ICANIALitOWER' "'YYY MTS MANUAL TRANSFER SWITCH BATT BATTERY WOBURN.MA 01801 MW MICROWAVE DUPLEX RECEPTACLE BLDG BUILDING NEC NATIONAL ELECTRIC CODE BLK BLOCK NM NEWTON METERS BLKG BLOCKING B+T GRP DUPLEX GFCI RECEPTACLE N0. NUMBER trns.souioeR BM BEAMUlr NUMBER TTULSAA. OK 7411963I BTC BARE TINNED COPPER CONDUCTOR P:(�9 584630 F 1 NTS NOT TO SCALE FLUORESCENT LIGHTING FIXTURE I F BOF BOTTOM OF FOOTING OC ON-CENTER (2) TWO LAMPS 48—T8 L-----J CAB CABINETDRAWN BY: CHECKED BY:APPROVED BY OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION SD CANT CANTILEVERED OPNG OPENING SM KJG CLG SMOKE DETECTION (OC) CHG CHARGING P/C PRECAST CONCRETE RFDS REV #: 1.0 CLG CEILING PCS PERSONAL COMMUNICATION SERVICES EMERGENCY LIGHTING (DC) CLR CLEAR PCU PRIMARY CONTROL UNIT COL COLUMN C PRIMARY RADIO CONSTRUCTION SECURITY LIGHT W/PHOTOCELL LITHONIA ALXW COMM COMMON ppPOLARIZINGPRESERVING NG DOCUMENTS LED-1—25A400/51 K—SR4-1 20—PE—DDBTXD CONC CONCRETE CONSTR CONSTRUCTION PSF POUNDS PER SQUARE FOOT SUBMITTALS CHAIN LINK FENCE x x x x PSI POUNDS PER SQUARE INCH DBL DOUBLE PT PRESSURE TREATED REV DATE DESCRIPTION WOOD/WROUGHT IRON FENCE DC DIRECT CURRENT PWR POWER CABINET A tz/to/zt ISSUED FOR REVIEW WALL STRUCTURE DEPT DEPARTMENT QTY QUANTITY 0 2/22/22 ISSUED FOR CONSTRUCTION LEASE AREA - — — — — — — — — — — — - DF DOUGLAS FIR RAD RADIUS I 6/10/22 ISSUED FOR CONSTRUCTION DIA DIAMETER RECT RECTIFIER z 6/15/22 ISSUED FOR CONSTRUCTION PROPERTY LINE (PL) - - DIAG DIAGONAL REF REFERENCE 3 8/2/22 ISSUED FOR CONSTRUCTION -_ _-__ _---__- DIM DIMENSION SETBACKS ---- REINF REINFORCEMENT DWG DRAWING ICE BRIDGE DWL DOWEL REQ'D REQUIRED RET REMOTE ELECTRIC TILT CABLE TRAY � j EC EACH RF RADIO FREQUENCY EC ELECTRICAL CONDUCTOR WATER LINE — W W W W W — EL. ELEVATION RMC RIGID METALLIC CONDUIT of N Ew ELEC ELECTRICAL RRH REMOTE RADIO HEAD UNDERGROUND POWER UGP — UGP— UGP— UGP— UGP— EMT ELECTRICAL METALLIC TUBING RRU REMOTE RADIO UNIT UNDERGROUND TELCO UGT — UGT — UGT —UGT — UGT ENG ENGINEER RAY RACEWAY EO EQUAL SCH SCHEDULE OVERHEAD POWER —OHP OHP OHP OHP EXP EXPANSION SHT SHEET OVERHEAD TELCO OHT OHT OHr OHT EXT EXTERIOR SIAD SMART INTEGRATED ACCESS DEVICE EW EACH WAY SIM SIMILAR r UNDERGROUND TELCO/POWER UGT/P — UGT/P — UGT/P — UGT/P FAB FABRICATION SPEC SPECIFICATION �^9 ABOVE GROUND POWER —AGP —AGP —AGP —AGP —AGP FF FINISH FLOOR SQ SQUARE FG FINISH GRADE 55 STAINLESS STEEL 103685 a� ABOVE GROUND TELCO AGT AGT AGT AGT AGT FIF FACILITY INTERFACE FRAME STD STANDARD IO ABOVE GROUND TELCO/POWER AGT/P —AGT/P —AGT/P —AGT/P — FIN FINISH(ED) STL STEEL FESS TEMP TEMPORARY WORKPOINT W.P. FLR FLOOR THA THICKNESS FDN FOUNDATION _ ----T--^-,- TMA TOWER MOUNTED AMPLIFIER SECTION REFERENCE Xx FOC FACE OF CONCRETE x-X FOM FACE OF MASONRY TN TOE NAIL APPROVED p� PDS ENGINEERING D.P.C. TOA TOP OF ANTENNA B y CERT. #: 0103685 DETAIL REFERENCE xx FOS FACE OF STUD I i TOC TOP OF CURB Expires 11/30/23 X_x FOW FACE OF WALL ./vBOARD IT IS A VIOLATION OF LAW FOR ANY PERSON, FS FINISH SURFACE TOF TOP OF FOUNDATION �� D��.� TOP TOP OF PLATE (PARAPET) IT THEY ARE ACTING UNDER THE DIRECTION FT FOOT OF A LICENSED PROFESSIONAL ENGINEER, FTG FOOTING TOS TOP OF STEEL @ I I TO ALTER THIS DOCUMENT. GA GAUGE TOW TOP OF WALL TO N ®F SOU • HOLD I A&E PROJECT NUMBER GEN GENERATOR TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION ! 159533.001 GFCI GROUND FAULT CIRCUIT INTERRUPTER TYP TYPICAL DATE�'E . r] c UG UNDERGROUND N1 r(�1 !/i DISH Wireless L.L.C. GLN GLUE LAMINATED BEAM <• UL UNDERWRITERS LABORATORY PROJECT INFORMATION GLV GALVANIZED NYNYCO22438 GPS GLOBAL POSITIONING SYSTEM UNO UNLESS NOTED OTHERWISE UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM 23300 MAIN ROAD GND GROUND GSM GLOBAL SYSTEM FOR MOBILE UPS UNITERRUPTIBLE POWER SYSTEM (DC POWER PLANT) ORIENT, NY 11957 HDG HOT DIPPED GALVANIZED VIF VERIFIED IN FIELD SHEET TITLE HDR HEADER W WIDE HGR HANGER W/ WITH LEGEND AND HVAC HEAT/VENTILATION/AIR CONDITIONING WD WOOD ABBREVIATIONS H7 HEIGHT WP WEATHERPROOF SHEET NUMBER IGR INTERIOR GROUND RING WT WEIGHT GN-1 LEGEND ABBREVIATIONS SITE ACTIVITY REQUIREMENTS: GENERAL NOTES: 1 1. NOTICE TO PROCEED - NO WORK SHALL COMMENCE PRIOR TO CONTRACTOR RECEIVING A WRITTEN NOTICE TO PROCEED 1.FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: (NTP) AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE DISH Wireless CONTRACTOR:GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION L.L.C. AND TOWER OWNER NOC & THE DISH Wireless L.L.C. AND TOWER OWNER CONSTRUCTION MANAGER. d.* sh 2. "LOOK UP" - DISH Wireless L.L.C. AND TOWER OWNER SAFETY CLIMB REQUIREMENT: CARRIER:DISH Wireless L.L.C. THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL STAGES TOWER OWNER:TOWER OWNER Wlre�eSS, OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION, MOUNT REINFORCEMENTS, AND/OR EQUIPMENT INSTALLATIONS SHALL 2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY 5701 SOUTH SANTA FE DRIVE NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS ASSUMED THAT THE LITTLETON, CO 80120 THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF THE WIRE ROPE FROM WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKPEOPLE WHO HAVE A WORKING KNOWLEDGE ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR, IMPACT TO THE OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS INTENDED USE. ANY COMPROMISED SAFETY CLIMB, INCLUDING EXISTING CONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED A CONDITIONS MUST BE TAGGED OUT AND REPORTED TO YOUR DISH Wireless L.L.C. AND DISH Wireless L.L.C. AND TOWER OWNER POC STANDARD GOOD PRACTICE FOR MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. OR CALL THE NOC TO GENERATE A SAFETY CLIMB MAINTENANCE AND CONTRACTOR NOTICE TICKET. AMER1Cnn70 M§t' 3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF 10 PRESIDENTIAL WAV 3. PRIOR TO THE START OF CONSTRUCTION, ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED. THIS INCLUDES, BUT CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, WOBURN,MA 01801 IS NOT LIMITED TO, BUILDING, ELECTRICAL, MECHANICAL, FIRE, FLOOD ZONE, ENVIRONMENTAL, AND ZONING. AFTER ONSITE ACTIVITIES SEQUENCES, AND PROCEDURES. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY FOR PROTECTION OF LIFE AND AND CONSTRUCTION ARE COMPLETED, ALL REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING TO LOCAL PROPERTY DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, FORMWORK, SHORING, ETC. �� g+T GRP JURISDICTIONAL REQUIREMENTS. SITE VISITS BY THE ENGINEER OR HIS REPRESENTATIVE WILL NOT INCLUDE INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL B+60UIDSR OBSERVATION OF THE FINISHED STRUCTURE ONLY. sulm= 4. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING PLANS, CLIMBING TULSA,Ox 74119 PH:018)SSi-0fi30 PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF 4. NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. w«m9m.mm THE WORK CONTAINED HEREIN, AND SHALL MEET ANSI/ASSE A10.48 (LATEST EDITION); FEDERAL, STATE, AND LOCAL REGULATIONS; WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND/OR AS PROVIDED FOR IN DRAWN BY: CHECKED BY:APPROVED BY: AND ANY APPLICABLE INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL RIGGING THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES, AND SPECIFICATIONS, THE PLANS SHALL ADHERE TO ANSI/ASSE A10.48 (LATEST EDITION) AND DISH Wireless L.L.C. AND TOWER OWNER STANDARDS, INCLUDING GREATER, MORE STRICT REQUIREMENTS, SHALL GOVERN. IF FURTHER CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF SM KJG CLG THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION, TO CERTIFY THE SUPPORTING STRUCTURE(S) IN RECORD. REDS REV #: 1.0 ACCORDANCE WITH ANSI/TIA-322 (LATEST EDITION). 5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO ASSIST 5. ALL SITE WORK TO COMPLY WITH DISH Wireless L.L.C. AND TOWER OWNER INSTALLATION STANDARDS FOR CONSTRUCTION IN THE FABRICATION AND/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCTION ACTIVITIES ON DISH Wireless L.L.C. AND TOWER OWNER TOWER SITE AND LATEST VERSION OF ANSI/TIA-1019-A-2012 "STANDARD FOR FIELD VERIFY THE DIMENSIONS, MEASUREMENTS, AND/OR CLEARANCES SHOWN IN THE CONSTRUCTION DRAWINGS PRIOR TO INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS." FABRICATION OR CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. IF IT IS DETERMINED THAT THERE ARE DOCUMENTS DISCREPANCIES AND/OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE POSSIBLE. SUBMITTALS AN ALTERNATIVE INSTALLATION FOR APPROVAL BY DISH Wireless L.L.C. AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH REV DATE DESCRIPTION CHANGE OF INSTALLATION. 6. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY A 12/10/21 ISSUED FOR REVIEW 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CARRIER POC AND TOWER OWNER. 0 2/22/22 ISSUED FOR CONSTRUCTION AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, 1 6/10/22 ISSUED FOR CONSTRUCTION 7, ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED 2 6/15/22 ISSUED FOR CONSTRUCTION OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, ORDINANCES AND APPLICABLE REGULATIONS. REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED 3 8/2/22 ISSUED FOR CONSTRUCTION OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS ORDINANCES AND APPLICABLE REGULATIONS. UNLESS SPECIFICALLY STATED OTHERWISE. 8. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR 9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES INCLUDING PRIVATE LOCATES SERVICES PRIOR TO THE START NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. A' �A� OF CONSTRUCTION. 9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS ! OF NiFIV y 10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE UNLESS SPECIFICALLY STATED OTHERWISE. V p PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY S�/ O CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR 10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CARRIER AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH CHANGE co Q �' FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E) CONSTRUCTION SAFETY OF INSTALLATION. PROCEDURES. 11. CONTRACTOR IS TO PERFORM A SITE INVESTIGATION, BEFORE SUBMITTING BIDS, TO DETERMINE THE BEST ROUTING OF ALL 11. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND DISH PROJECT SPECIFICATIONS, CONDUITS FOR POWER, AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN THE POWER, TELCO, AND GROUNDING PLAN DRAWINGS. � LATEST APPROVED REVISION. 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY 12. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH AT THE COMPLETION OFr s a THE WORK. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF DISH Wireless L.L.C. AND TOWER OWNER O36 DISPOSED OF LEGALLY. 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS pAQF�SS 13. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF DISH Wireless L.L.C. AND TOWER OWNER, AND/OR LOCAL UTILITIES. BASIS. PDS ENGINEERING D.P.C. 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE CERT. #: 0103685 REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EQUIPMENT, ROOMS, AND SHELTERS. Expires 11/30/23 IT IS A VIOLATION OF LAW FOR ANY PERSON, 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND TOWER AREAS. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE TO ALTER THIS DOCUMENT. APPLICATION. A&E PROJECT NUMBER 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR �� "D I 159533.001 DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE CONSTRUCTION DRAWINGS AND/OR PROJECT SPECIFICATIONS. DISH Wireless L.L.C. PL�6��C��s ��® PROJECT INFORMATION 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF NYNYCO2243B REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. TOWN � g- � 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY 1 OWN OF SOKJ 0�-HOLD ORIENT, NY 11957 23300 MAIN ROAD DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. t 20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS DATE F-ej�, 2e`�a REMOVED FROM THE EXISTING FACILITY. ANTENNAS AND RADIOS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED -7 SHEET TITLE I GENERAL NOTES LOCATION. I 21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY i SHEET NUMBER BASIS. n 22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT GN-2 BE PLACED IN ANY FILL OR EMBANKMENT. CONCRETE. FOUNDATIONS. AND REINFORCING STEEL: 16. ELECTRICAL METALLIC TUBING (EMT) OR METAL-CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. d..* sh 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE DESIGN 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90s AND ALL APPROVED ABOVE AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. GRADE PVC CONDUIT. 2. UNLESS NOTED OTHERWISE, SOIL BEARING PRESSURE USED FOR DESIGN OF SLABS AND FOUNDATIONS IS ASSUMED TO BE 1000 18. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION FL psf. OCCURS OR FLEXIBILITY IS NEEDED. 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 3000 psi AT 28 DAYS, UNLESS NOTED OTHERWISE. NO 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED. SET wireless. MORE THAN 90 MINUTES SHALL ELAPSE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS APPROVED BY THE ENGINEER OF RECORD. SCREW FITTINGS ARE NOT ACCEPTABLE. 5701 SOUTH SANTA FE DRIVE TEMPERATURE OF CONCRETE SHALL NOT EXCEED 90'f AT TIME OF PLACEMENT. LITTLETON, CO 80120 4. CONCRETE EXPOSED TO FREEZE-THAW CYCLES SHALL CONTAIN AIR ENTRAINING ADMIXTURES. AMOUNT OF AIR ENTRAINMENT TO BE 20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND THE BASED ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE TYPE II PORTLAND CEMENT WITH A NEC. MAXIMUM WATER-TO-CEMENT RATIO (W/C) OF 0.45. 21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS 5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185. ALL (WIREMOLD SPECMATE WIREWAY). AM6RI�ANTOWER• SPLICES SHALL BE CLASS "B" TENSION SPLICES, UNLESS NOTED OTHERWISE. ALL HOOKS SHALL BE STANDARD 90 DEGREE HOOKS, 22. SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PANDUIT TYPE E OR EQUAL). 10 PRESIDENTIAL WAY UNLESS NOTED OTHERWISE. YIELD STRENGTH (Fy) OF STANDARD DEFORMED BARS ARE AS FOLLOWS: WOBURN.MA 01801 23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED STRAPS AND HANGERS. EXPLOSIVE #4 BARS AND SMALLER 40 ksi DEVICES (i.e. POWDER-ACTUATED) FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES IN DIRECTION TO fB+T GRP 171T S.-DER #5 BARS AND LARGER 60 ksi ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE sulm wo Tu�sa.ox Tans MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR PH.(918)we 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO PREVENT CONCRETE, PLASTER OR DIRT _b'gT_ DRAWINGS: FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED DRAWN BY: CHECKED BY:APPROVED BY: • CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. • CONCRETE EXPOSED TO EARTH OR WEATHER: 24. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET SM KJG CLG STEEL. SHALL MEET OR EXCEED UL 50 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND NEMA 3 (OR BETTER) FOR RFDS REV #: 1.0 • #6 BARS AND LARGER 2" EXTERIOR LOCATIONS. • #5 BARS AND SMALLER 1-1/2" 25. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED OR NON-CORRODING; SHALL MEET OR CONSTRUCTION • CONCRETE NOT EXPOSED TO EARTH OR WEATHER: EXCEED UL 514A AND NEMA OS 1 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR DOCUMENTS BETTER) FOR EXTERIOR LOCATIONS. • SLAB AND WALLS 3/4" 26. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 (NEWEST REVISION) AND BE RATED SUBMITTALS • BEAMS AND COLUMNS 1-1/2" NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. REV DATE DESCRIPTION A 12/10/21 ISSUED FOR REVIEW 7. A TOOLED EDGE OR A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED OTHERWISE, 27. THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR DISH Wireless L.L.C. AND 0 2/22/22 ISSUED FOR CONSTRUCTION IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. TOWER OWNER BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 1 6/10/22 ISSUED FOR CONSTRUCTION 28. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE 2 6/15/22 ISSUED FOR CONSTRUCTION ELECTRICAL INSTALLATION NOTES: WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. 3 8/2/22 ISSUED FOR CONSTRUCTION 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE 29. INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW "DISH Wireless L.L.C.". FEDERAL, STATE, AND LOCAL CODES/ORDINANCES. 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED AND TRIP HAZARDS ARE ELIMINATED. sof- NEIy 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. r 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. 4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REQUIREMENT OF THE NATIONAL ELECTRICAL CODE. �. y 4.2. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT r. CURRENT TO WHICH THEY ARE SUBJECTED, 22,000 AIC MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE I Llj RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PRE THE GOVERNING JURISDICTION. �OSs85 �C7 5. EACH END OF EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR, AND TELCO CONDUCTOR OR CABLE SHALL BE LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2" PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR p�90SS EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA. •C 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (i.e. PANEL BOARD AND CIRCUIT PDS ENGINEERING O.P.C. ID'S). CERT. #: 0103685 7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. Expires 11/30/23, R IS A VIOLATION OF LAW FOR ANY PERSON, 8. TIE WRAPS ARE NOT ALLOWED. �p� y �.� -yyq , UNLESSTHEY A LICENSED RSACTING PROFESSIONAL THE ENGINEER, OF I �j P�R�.,p' � E�` 6,Y TO ALTER THIS DOCUMENT. 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR (#14 OR LARGER) WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. c A&E PROJECT NUMBER 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (#6 OR LARGER) WITH PLANNING BOARD 159533.001 TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. TOW OF SO TF IOLD DISH Wireless L.L.C. 11. POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI-CONDUCTOR, TYPE SOOW CORD (#14 OR LARGER) UNLESS TOWN cV �s J'�Jv 1 PROJECT INFORMATION OTHERWISE SPECIFIED. NYNYCO2243B 12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE (#14 OR LARGER), WITH ®ATE O �L, 23300 MAIN ROAD TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. I✓ I h- �✓ ORIENT, NY 11957 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND SHEET TITLE BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75' C (90' C IF AVAILABLE). j GENERAL NOTES 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND NEC. SHEET NUMBER 15. ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT (RMC) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. GN-3 GROUNDING NOTES: J 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GESS) SHALL STRUCTURAL STEEL NOTES: BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 1. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND w 2. THE CONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR ERECTION OF STRUCTURAL STEEL FOR BUILDINGS." w GROUND ELECTRODE SYSTEMS, THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO 2. STRUCTURAL STEEL ROLLED SHAPES, PLATES AND BARS SHALL CONFORM TO THE FOLLOWING ASTM DESIGNATIONS: d.* sh ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. Wireless 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO A. ASTM A-572, GRADE 50 - ALL W SHAPES, UNLESS NOTED OR A992 OTHERWISE 5701 SOUTH SANTA FE DRIVE PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE TESTING RESULTS. B. ASTM A-36 - ALL OTHER ROLLED SHAPES, PLATES AND BARS UNLESS NOTED OTHERWISE. LITTLETON, CO 80120 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY C. ASTM A-500, GRADE B - HSS SECTION (SQUARE, RECTANGULAR, AND ROUND) BONDING ACROSS THE DISCONTINUITY WITH #6 COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS D. ASTM A-325, TYPE SC OR N - ALL BOLTS FOR CONNECTING STRUCTURAL MEMBERS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. E. ASTM F-1554 07 - ALL ANCHOR BOLTS, UNLESS NOTED OTHERWISE AMR�CAn71R EDWE • 10 PRESIDENTIAL WAY 6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL 3. ALL EXPOSED STRUCTURAL STEEL MEMBERS SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION PER ASTM A123. EXPOSED WOBURN.MA 01801 EQUIPMENT GROUND WIRES, #6 STRANDED COPPER OR LARGER FOR INDOOR BTS; #2 BARE SOLID TINNED COPPER FOR OUTDOOR BTS. STEEL HARDWARE AND ANCHOR BOLTS SHALL BE GALVANIZED PER ASTM A153 OR B695. B+T GRP 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE 4. ALL FIELD CUT SURFACES, FIELD DRILLED HOLES AND GROUND SURFACES WHERE EXISTING PAINT OR GALVANIZATION REMOVAL WAS 1717 S.eoutoeR OF THE GROUND BUS ARE PERMITTED. REQUIRED SHALL BE REPAIRED WITH (2) BRUSHED COATS OF ZRC GALVILITE COLD GALVANIZING COMPOUND PER ASTM A780 AND TuiSAocTalls MANUFACTURER'S RECOMMENDATIONS. FH:s,el seT<ao 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 SOLID TINNED wwblBN com COPPER UNLESS OTHERWISE INDICATED. 5. DO NOT DRILL HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN AND DETAILED ON STRUCTURAL DRAWINGS. DRAWN BY: CHECKED BY:APPROVED BY: 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 6. CONNECTIONS: SM KJG CLG 10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY A. ALL WELDING TO BE PERFORMED BY AWS CERTIFIED WELDERS AND CONDUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE RFDS REV #: 1.0 SUPPORTED. AWS WELDING CODE D1.1. 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. CONSTRUCTION B. ALL WELDS SHALL BE INSPECTED VISUALLY. 257 OF WELDS SHALL BE INSPECTED WITH DYE PENETRANT OR MAGNETIC PARTICLE TO 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. MEET THE ACCEPTANCE CRITERIA OF AWS D1.1. REPAIR ALL WELDS AS NECESSARY. DOCUMENTS 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. C. INSPECTION SHALL BE PERFORMED BY AN AWS CERTIFIED WELD INSPECTOR. SUBMITTALS 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND D. IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE BURNING/WELDING PERMITS AS REQUIRED BY LOCAL GOVERNING AUTHORITY REV DATE DESCRIPTION BAR' AND IF REQUIRED SHALL HAVE FIRE DEPARTMENT DETAIL FOR ANY WELDING ACTIVITY. A 12/10/21 ISSUED FOR REVIEW 15. APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND 0 2/22/22 ISSUED FOR CONSTRUCTION CONNECTIONS. E. ALL ELECTRODES TO BE LOW HYDROGEN, MATCHING FILLER METAL, PER AWS D1.1, UNLESS NOTED OTHERWISE. 1 6/10/22 ISSUED FOR CONSTRUCTION 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. F. MINIMUM WELD SIZE TO BE 0.1875 INCH FILLET WELDS, UNLESS NOTED OTHERWISE. 2 6/15/22 ISSUED FOR CONSTRUCTION 3 8/2/22 ISSUED FOR CONSTRUCTION 17. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND G. PRIOR TO FIELD WELDING GALVANIZING MATERIAL, CONTRACTOR SHALL GRIND OFF GALVANIZING 1/2"BEYOND ALL FIELD WELD SURFACES. RING, IN ACCORDANCE WITH THE NEC. AFTER WELD AND WELD INSPECTION IS COMPLETE, REPAIR ALL GROUND AND WELDED SURFACES WITH ZRC GALVILITE COLD GALVANIZING 18. BOND ALL METALLIC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND COMPOUND PER ASTM A780 AND MANUFACTURERS RECOMMENDATIONS. CONDUCTOR. H. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE REQUIRED DURING CONSTRUCTION UNTIL ALL 19. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED CONNECTIONS ARE COMPLETE. OF NIFIV THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR I. ANY FIELD CHANGES OR SUBSTITUTIONS SHALL HAVE PRIOR APPROVAL FROM THE ENGINEER, AND DISH WIRELESS L.L.C. PROJECT SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL MANAGER IN WRITING CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE 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. 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 POINT. THE EXPOSED END r. OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). 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 THE EXISTING GROUNDING 103685 a� 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, LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE AA�FESS (FERROUS OR NONFERROUS METAL PIPING ONLY). DO NOT ATTACH GROUNDING TO FIRE SPRINKLER SYSTEM PIPES. PDS ENGINEERING D.P.C. CERT. #: 0103685 Expires 11/30/23 ------ •---- IT IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION Alt""' P pay V E pq p OF A LICENSED PROFESSIONAL ENGINEER, pfy {Yj�Yi Ffjkw `„T Y6� TO ALTER THIS DOCUMENT. A&E PROJECT NUMBER PL/ANNINiC-7 BOARD I 159533.001 DISH Wireless L.L.C. TOWN OF SOUTHOLD PROJECT INFORMATION NYNYCO2243B 23300 DATE F4p_b, "7l 2-C)2:3ORIEN : MAIN ROAD ORIENT, NY 11957 ' SHEET TITLE GENERAL NOTES SHEET NUMBER GN-4 C�1 APPROVED AS NOTED COMPLY WITH ALL CODES OF DATE B.P.#—.JAL.J i� 5S o rtEW YORK STATE & TOWN CODES FEE:CJS--=_gY REQUIRED AND CONDITIONS OF ja NOTIFY BUILDING DEPARTMENT AT 765-18028 AM TO 4 PM FOR THE SOUTHOLDTOWNZSA FOLLOWING INSPECTIONS: FSI_ a62 SOUTHOLDTOWNPUMN4®000 ls• 1. FOUNDATION-TWQ REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING,PLUMBING, SOUTHOLD TOWN TRUSTEES STRAPPING, ELECTRICAL&CAULKING 3. INSULATION IN YS.DEC 4. FINAL-CONSTRUCTION&ELECTRICAL MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR ELECTRICAL DESIGN OR CONSTRUCTION ERRORS. INSPECTION REQUIRED ALdditional OCCUPANCY OR Certification USE IS UNLAWLFUL May Be Required. WITHOUT CERTIFICATE OF OCCUPANCY f r W, THE PROJECT DEPICTED IN THESE PLANS QUALIFIES AS AN ELIGIBLE FACILITIES REQUEST ENTITLED TO EXPEDITED SITE INFORMATION PROJECT DIRECTORY REVIEW UNDER 47 U.S.C. 1455(A) AS A MODIFICATION OF AN EXISTING WIRELESS TOWER THAT INVOLVES THE dl.*.sh COLLOCATION REMOVAL AND/OR REPLACEMENT OF TRANSMISSION EQUIPMENT THAT IS NOT A SUBSTANTIAL CHANGE UNDER CFR 1.61000 (B)(7). PROPERTY OWNER: ORIENT FIRE DISTRICT APPLICANT: DISH Wireless L.L.C. ADDRESS: 23300 ROUTE 25 PO BOX 5701 SOUTH SANTA FE DRIVE ORIENT, NY 11957 LITTLETON, CO 80120 TOWER TYPE: STEALTH - CANISTER POLE wireless TOWER OWNER: AMERICAN TOWER 5701 SOUTH SANTA FE DRIVE TOWER CO SITE ID: 373337 10 PRESIDENTIAL WAY LITTLETON, CO 80120 WOBURN, MA 01801 SCOPE OF WORK TOWER APP NUMBER: 13738829_D2 iL COUNTY: SUFFOLK ENGINEER: ATC TOWER SERVICES, LLC THIS NOT AN ALL INCLUSIVE LIST. CONTRACTOR SHALL ED EQUIPMENT T OR ENGINEER 3500 REGENCY PARKWAY SUITE 100 pMER�CpIV 7>OWER' wiremless TM IS UTILIZE SPECIFIUIPPART EQUIVALENT. CONTRACTOR SHALL VERIFY ALL NEEDED EQUIPMENT TO PROVIDE A FUNCTIONAL SITE. LATITUDE (NAD 83): 41.1425 3.000" N CARY, NC 27518 70 NTPRESIDENTIAL WAY THE PROJECT GENERALLY CONSISTS OF THE FOLLOWING: ® TOWER SCOPE OF WORK: 83 INSTALL (3) PROPOSED PANEL ANTENNAS (1 PER SECTOR) LONGITUDE (NAD ): 72' 17' 58.000" W +T GRP c� -7229944444 B INSTALL (3) TWIN DIPLEXERS . C-4B S.BOULDER Q Lu INSTALL PROPOSED JUMPERS ZONING JURISDICTION: SOUTHOLD NEW YORK SITE ACQUISITION: WILLIAM SNIDER C14OI(T4119 + DISH Wireless L.L.C. SITE ID: INSTALL (12) 7/8" COAX CABLES TULSA WILLIAM.SNIDERODISH.COM P"'(91a)seresw wAw elem.a� M Z� GROUND SCOPE OF WORK: ZONING DISTRICT: UNZONNED _ NYNYCO2243B • INSTALL (1) PROPOSED METAL PLATFORM DRAWN BY: CHECKED BY:APPROVED BY: 0 INSTALL (6) PROPOSED RRUs ON METAL PLATFORM H-FRAME CONSTRUCTION MANAGER: VICTOR CORREA m INSTALL (1) PROPOSED ICE BRIDGE PARCEL NUMBER: 1000018000500013008 VICTOR.CORREA®DISH.COM SM KJG GLS LLI 5 INSTALL (1) PROPOSED PPC CABINET L1. ca INSTALL (1) PROPOSED EQUIPMENT CABINET OCCUPANCY GROUP: U RF ENGINEER: IMAD MEMON RFDS REV #: 1.0 DISH Wireless L.L.C.SITE ADDRESS: INSTALL (1) PROPOSED POWER CONDUIT • INSTALL (1) PROPOSED TELCO CONDUIT IMAD.MEMON@DISH.COM 23300 MAIN ROAD • INSTALL (1) PROPOSED TELCO-FIBER BOX CONSTRUCTION TYPE: -B CONSTRUCTION • INSTALL (1) PROPOSED GPS UNIT • INSTALL (1) PROPOSED SAFETY SWITCH (IF REQUIRED) POWER COMPANY: LONG ISLAND POWER DOCUMENTS 1 ORIENT NY 11957 INSTALL (1) PROPOSED CIENA BOX (IF REQUIRED) • INSTALL (1) PROPOSED METER SOCKET ' SUBMITTALS TELEPHONE COMPANY: VERIZON REV DATE DESCRIPTION A 12/10/21 ISSUED FOR REVIEW NEW YORK CODE COMPLIANCE SITE PHOTO DIRECTIONS D 2/22/22 SSUEO FOR CONSTRUCTION 1 6/10/22 ISSUED FOR CONSTRUCTION ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF _ DIRECTIONS FROM 3 ADP BLVD, ROSELAND, NJ 07068: 2 6/15/22 ISSUED FOR CONSTRUCTION THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO " TURN RIGHT(SOUTH-WEST) ONTO CR-527 [LIVINGSTON AVE].TAKE RAMP (RICHT) ONTO I-280. -TOLL ROAD-AT EXIT 176, 3 9/2/22 ISSUED FOR CONSTRUCTION BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: STAY ON 1-280 (NORTH).TAKE RAMP (RIGHT) ONTO 1-95 [NEW JERSEY TPKE].AT EXIT 1GE, TURN RIGHT ONTO RAMP. KEEP 4 2/14/23 1 ISSUED FOR CONSTRUCTION RIGHT TO STAY ON RAMP. KEEP LEFT ONTO RT-495.STAY ON RT-495 (EAST). STAY ON RT-495 (NORTH) ENTERING NEW CODE TYPE CODE YORK. STAY ON R-495 [DRYER AVE]. [SOUTH-WEST]. KEEP STRAIGHT ONTO DYER AVE.TURN LEFT(EAST) ONTO (W)34TH 5 1 2/16/23 1 ISSUED FOR CONSTRUCTION BUILDING 2020 BUILDING CODE OF NEW YORK STATE - 2018 IBC ST.TURN LEFT[NORTH] ONTO 1-495 [QUEENS MIDTOWN TUNNEL APPROACH). -TOLL ROAD-TAKE RAMP ONTO 1-495 [QUEENS MECHANICAL 2020 MECHANICAL CODE OF NEW YORK STATE - 2018 IMC MIDTOWN TUNNEL]. STAY ON 1-495 (EAST).AT EXIT 73, TURN OFF ONTO RAMP. BEAR RIGHT (EAST) ONTO CR-58 [OLD ELECTRICAL 2020 NEW YORK ELECTRICAL CODE OF NEW YORK STATE COUNTRY RD]. KEEP STRAIGHT ONTO RT-25 (MAIN RD]. TURN LEFT (NORTH-WEST) ONTO LOVE LN.TURN RIGHT RIGHT (NORTH-EAST) ONTO CR-48 [MIDDLE RD]. KEEP STRAIGHT ONTO RT-25 [MAIN RD] TURN RIGHT(SOUTH) ONTO TABOR RD. O" N E�y TURN LEFT(EAST) ONTO LOCAL ROAD(s) N VICINITY MAP C,a4-Q�� SHEET INDEX00 SHEET NO. SHEET TITLE T-1 TITLE SHEET r , 10368 A-1 OVERALL SITE PLAN v S SI�NA A-2 ELEVATION, ANTENNA LAYOUT AND SCHEDULE /A2 2-/1-6 A-3.1 ENLARGE SITE PLAN AND CONCRETE PAD i� I •.J A-3.2 H-FRAME ELEVATIONS AND DETAILS j POS ENGINEERING D.P.C. CERT. #: 0103685 A-4 EQUIPMENT DETAILS UNDERGROUND SERVICE ALERT-NEW YORK 811 Expires 11/30/23 A-5 EQUIPMENT DETAILS UTILITY NOTIFICATION CENTER OF NEW YORK ala D IS A VIOLATION OF LAW FOR ANY PERSON, A-6 EQUIPMENT DETAILS (800)272-4480 • UNLESS THEY ARE ACTING UNDER THE DIRECTION e -' WWW.NEWYORK-811.COM Q OF A LICENSED PROFESSIONAL ENGINEER, / TO ALTER THIS DOCUMENT. E-1 ELECTRICAL FIBER ROUTE PLAN AND NOTES CALL 2 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION }"T / A&E PROJECT NUMBER E-2 ELECTRICAL DETAILS E-3 ELECTRICAL ONE-LINE, FAULT CALCS & PANEL SCHEDULE '• ,y. . SITE LOCATION 159533.001 GENERAL NOTES ` G-1.1 GROUNDING PLANS AND NOTES [+ DISH Wireless L.L.C. PROJECT INFORMATION G-1.2 GROUNDING PLANS AND NOTES THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED \ FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON -:� � NYNYCO2243B G-2 GROUNDING DETAILS DRAINAGE. NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL71- G-3 GROUNDING DETAILS SIGNAGE IS PROPOSED. 'y,.-,,;X1,( ,T "'• 23300 MAIN ROAD THE PROJECT DEPICTED IN THESE PLANS QUALIFIES AS AN ELIGIBLE FACILITIES REQUEST ENTITLED TO EXPEDITEDN. ORIENT, NY 11957 RF-1 RF CABLE COLOR CODE REVIEW UNDER 47 U.S.C. § 1455(A) AS A MODIFICATION OF AN EXISTING WIRELESS TOWER THAT INVOLVES THE :� [y `' COLLOCATION, REMOVAL, AND/OR REPLACEMENT OF TRANSMISSION EQUIPMENT THAT IS NOT A SUBSTANTIAL SHEET TITLE y: ?H.'. aloB1 CHANGE UNDER CFR § 1.61000 (8)(7). TITLE SHEET GN-1 LEGEND AND ABBREVIATIONS ;}q ,,,•y•" 'F.'•;Ax. GN-2 GENERAL NOTES GN-3 GENERAL NOTES ,; " PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED ; 11"x17SHEET NUMBER GN-4 GENERAL NOTES CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS, AND CONDITIONS ON N THE JOB SITE, AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE �roins su oer.•Ao nm reserve4. PROCEEDING WITH THE WORK. NO SCALE NOTES NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. • 2. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. 2 CONTSEPARACTORBSHALL ETWEEN MAINTAIN HE A 10'-OSED " MINIM M S U TRANSMITTING ANTENNAS AND EXISTING GPS UNITS. d.sh MAIN ROAD 3. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. • wireless- 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 vA A 1 AMERICAN TOWER' 10 PRESIDENTIAL WAY ' , � WODURN,MA 01801 I I 'I II '• I 11 I 1 + •I � 1 I, 11 � �I I, 'I 1 1, ,I ( I I• I •1 B+T GRP 1717 S.BOULDER SUITE 808 TULSA,OK 74119 1 1 bi9rycam PH:018)581Jh30 1 , EXISTING 'I wvw 1 BUILDING 1 l 1 I DRAWN BY: CHECKED BY:APPROVED BY: I' '1 + I I I I I , I I 'I I, I I I tl SM KJG GLS I' 1•: I I I, RFDS REV #: 1.0 CONSTRUCTION EXISTING FIRE DEPT _ / SELF SUPPORT TO - 9-0• DOCUMENTS �+ o \\\ i SUBMITTALS ' I REV DATE DESCRIPTION A 12/10/21 ISSUED FOR REVIEW 0 2/22/22 ISSUED FOR CONSTRUCTION x 1 6/10/22 ISSUED FOR CONSTRUCTION N2 6/15/22 ISSUED FOR CONSTRUCTION EXISTING I J 6/2/22 ISSUED FOR CONSTRUCTION EQUIPMENT SHELTER x 4 2/14/23 ISSUED FOR CONSTRUCTION NOT USED NO SCALE 5 2/16/23 ISSUED FOR CONSTRUCTION EXISTING x pF NE{q/ 'I CONCRETE PAD ! Y ., EXISTING 4'-G.. WIDE CHAIN-LINK GATE 0 L x z r �! 1,.v EXISTING ICE BRIDGE (TYR) ,;; ��Q C7 EXISTING ',' r -� r. CONCRETE PAD (NP) -- ---------------+ 30,_9,. �' EXISTING EXISTING CONCEALMENT 1 1 z'-," APPROXIMATE R�FESS►oNP MONOPOLE H-FRAME (TYR) 1 ACCESS EASEMENT 1 2/10/23 1 " V-1" -SEE ENLARGED 1 1 SITE PLAN PDS ENGINEERING O.P.C. O O O O 1 1 RT. #: 0103685 1 Expires 11/30/23 3•_0.. 1 r 1 _ 1 PROPOSED METER IT IS A VIOLATION OF LAW FOR ANY PERSON, 1 x SITE LOCATION UNLESS THEY ARE ACTING UNDER THE DIRECTION /'i , ) 1 OF A LICENSED PROFESSIONAL ENGINEER, ---_--0 _ o TO ALTER THIS DOCUMENT. " /I A&E PROJECT NUMBER a PROPOSED FIBER n � a � HANDHOLE v a x M x 159533.001 -� - EXISTING DISH Wireless L.L.C. ± TRAMSFORMER 1 PROJECT INFORMATION NYNYCO2243B .. EQUIPISTIMENT9'-3NG " 23300 MAIN ROAD CONCRETE PAD ORIENT, NY 11957 3' 2" • SHEET TITLE x x x x x x EXISTING 12'-0•' WIDE " �- OVERALL SITE PLAN CHAIN-LINK GATE1 ( ] + i N + THE EASEMENT RIGHTS FOR THIS SITE ARE BLANKET EASEMENT RIGHTS TO THE PREMISES AND THEREFORE DOES N (TYP) / NOT INCLUDE A SPECIFIED AREA FOR THE LOCATION OF UTILITIES. CONSTRUCTION CONTRACTOR MUST FIELD VERIFY SHEET NUMBER i ✓/ THE APPROPRIATENESS OF ALL PROPOSED UTILITY ROUTES. 10' 0 10' 20' A-1 OVERALL SITE PLAN AERIAL VIEW NO SCALE 1.1= "=10' 3 NOTES _ 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 34.2" CANISTER OUTER DIAMETER 2. ANTENNA AND MW DISH SPECIFICATIONS REFER TO Al d.sh ANTENNA SCHEDULE AND TO FINAL CONSTRUCTION REDS FOR ALL RF I • DETAILS. alp PROPOSED s- PROPOSED DISH Wireless a y 5701 SOUTH SANTA FE DRIVE 3. EXISTING EQUIPMENT AND FENCE L.L.C. ANTENNA (TYP. OF LITTLETON, CO 80120 OMITTED FOR CLARITY. (1) PER SECTOR, (3) TOTAL) PROPOSED DISH EXISTING MAST Wireless L.L.C. PROPOSED DISH MOUNT Wireless L.L.C. AIM5111 V713WER' CANISTER 10 PRESIDENTIAL WAY WOBURN.MA 01801 G1 B+T GRP B1 17115.B=CER �`P a cSUITp 4011 vNil�rylalssi41mo DRAWN BY: CHECKED BY:APPROVED BY: SM KJG GLS RAD CENTER @ 66'-0" A.G.L. RFDS REV #: 1.0 34.2" CANISTER OUTER DIAMETER CONSTRUCTION DOCUMENTS EXISTING CONCEALMENT MONOPOLE PROPOSED DISH Wireless SUBMITTALS TOP EL Q 100'-0"AGL L.L.C. TWIN DIPLEXERS (TYP. OF (1) PER REV DATE DESCRIPTION EXISTING MOUNT SECTOR, (3) TOTAL) A 12/10/21 ISSUED FOR REVIEW I I ® p PROPOSED DISH I I RAD CENTER @ 100'-0"AGL EXISTING MAST Wireless L.L.C. 0 2/22/22 ISSUED FOR CONSTRUCTION MOUNT I I PROPOSED DISH 1 6/10/22 ISSUED FOR CONSTRUCTION Wireless L.L.C. CANISTER 2 6/15/22 ISSUED FOR CONSTRUCTION I I 3 8/2/22 ISSUED FOR CONSTRUCTION O 4 2/14/23 ISSUED FOR CONSTRUCTION I I ® 5 2/16/23 ISSUED FOR CONSTRUCTION I I I I I I I I (3) PROPOSED DISH Wireless L.L.C. ANTENNAS j\ 1111,11111111011 OG NC/._ RAD CENTER 0 66'-0"AGL ` C w y .[ � I � RAD CENTER @ 61'-0" A.G.L. ca Q -r I I , I I I I 12" 6 D 1 2 3 ♦L/ EXISTING MOUNT ANTENNA LAYOUT Z 3/4"=1'-0" RAD CENTER ® 48'-0"AGL 1036185 I SECTOR ANTENNA TRANSMISSION CABLE RRH OVP AR�EESSIO�� I 12 PROPOSED DISH Wireless I POS. EXISTING OR MANUFACTURER — MODEL TECH AZIMUTH RAD FEED LINE TYPE MANUFACTURER — MODEL TECH POS. MANUFACTURER �/^ !/�✓ ( ) I PROPOSED NUMBER CENTER AND LENGTH NUMBER MODEL L.L.C. 7/8" CABLE COAX ROUTED INSIDE POLE — Al -- -- -- -- -- TA08025-8604 5G A2 (4) 7/8" COAX PDS ENGINEERING D.P.C. I A2 PROPOSED COMMSCOPE — FWCERT. #: 0103685-658—R3 SG 40' 66'—O" CABLES TA08025-8605 SG A2 -- (100' LONG) Expires 11/30/23 I A3 -- -- -- -- -- -- IT IS A VIOLATION OF LAW FOR ANY PERSON, I UNLESS THEY ARE ACTING UNDER THE DIRECTION _ OF A LICENSED PROFESSIONAL ENGINEER, B1 -- -- -- -- — TA08025—B604 5G B2 TO ALTER THIS DOCUMENT. PROPOSED DISH careless I L.L.C. GPS UNIT I (4) 7/8" COAX I 62 PROPOSED COMMSCOPE — FW-658—R3 SG 160' 66'-0" CABLES TA08025-8605 SG 82 -- A&E PROJECT NUMBER EXISTING DISH Wireless I B3 -- -- -- -- -- (100' LONG) -- 159533.001 L.L.C. ICE BRIDGE I C1 TA08025-8604 5G C2 I DISH Wireless L.L.C. (4) 7/B" COAX PROJECT INFORMATION C2 PROPOSED COMMSCOPE — FVV-65B—R3 5G 280' 66'-0" CABLES TA08025-6605 5GC2 -- (100' LONG) NYNYCO2243B I C3 -- -- -- -- -- -- -- -- 23300 MAIN ROAD NOTES ORIENT, NY 11957 fSHEET TITLE ELEVATION, ANTENNA I 1. CONTRACTOR TO REFER TO FINAL CONSTRUCTION RFDS FOR ALL RF DETAILS. I EXISTING TOWER I BOTTOM EL. ® 6" AGL 2. ANTENNA AND RRH MODELS MAY CHANGE DUE TO EQUIPMENT AVAILABILITY. ALL I _ EQUIPMENT CHANGES MUST BE APPROVED AND REMAIN IN COMPLIANCE WITH LAYOUT AND SCHEDULE '\\' \•%`�- '� 1'0"%`�%" :% '\ "` - •!\ THE PROPOSED DESIGN AND STRUCTURAL ANALYSES. SHEET NUMBER F- - PROPOSED NORTH ELEVATION a 4-- o B 16 ANTENNA SCHEDULE NO SCALE 3 EXISTING #4 BARS, GRADE 60 ® 12" OC EXISTING CONCEALMENT H-FRAME EACH WAY (MIN. STEEL IS >.18%) MONOPOLE • _ EXISTING ICE �i tD BRIDGE 6" LAYER OF AGGREGATE /� 1 ^ / BASE COURSE (ABC) �� sh OVER GEO FABRIC ��\ UNDISTURBED SOIL OR /\�/�/ / \/ / / / / / / • �,\ ' PREPARED SUBGRADE _ ° • Wireless-REFER TO DETAIL 2/A-3.1 FOR PROPOSED DISH Wireless (95% STANDARD x-,111 I ice CONCRETE PAD PROCTOR) 5701SANTA L.L.C. GENERATOR PLUG LITTLETON, CORIVE 8012FE 0 1 I`,i e'PjC REFER TO DETAIL 3/A-3.1 FOR F_ — — • o I Ce PLINTH KIT AND O " a j( DETAIL 4/A-3.1 FOR EQUIPMENT ANCHORAGE $1� � PROPOSED DISH Wireless L.L.C. GPS UNIT z 0 o ° PROPOSED DISH Wireless I (8-TOTAL) �4 BARS, ° ,° • o0 AMERICAN70WER• GRADE 60 EQUALLY M1 O 10 PRESIDENTIAL WAY �;. _ _ _ _ _ _ _ L.L.C. POWER PROTECTIVE I x w woeuRN.MA Dteal ° - -- — — -- — — - CABINET SPACED EACH WAY a ut O a C) Ofa B+T GRP i' PROPOSED DISH Wireless 1]1]6.BOULDER i•'- L.L.C. H-FRAME I S.— RE: �= RE: 1/A-3.2 TULSA ox]ally ° I PROPOSED DISH + x PH:(91.)W7— .. tWireless L.L.C. CABINET! I X11,� I 3" CLR o I I� I (TYP) 3'-0" DRAWN BY: CHECKED BY:APPROVED BY: j II PROPOSED DISH Wireless I PROPOSED CONCRETE PAD L.L.C. 200AMP METER SOCKET SM KJG GLS �I ii x TYPICAL CONCRETE PAD DETAIL NO SCALE 2 RFDS REV #: 1.0 / PROPOSED DISH Wireless - CONSTRUCTION L.L.C. SAFETY SWITCH. SPACE I O x CHARLES INDUSTRY DOCUMENTS � RESERVED FOR ADDITIONAL u III / DISCONNECT IF REQUIRED. — — — LT-97-002422 PLINTH KIT ° SUBMITTALS DIMENSIONS (HxWxD): 6"x 32"x 32" ° REV DATE DESCRIPTION / NOTE: GASKET AND MOUNTING HARDWARE INCLUDED A 12/10/21 ISSUED FOR REVIEW 0 2/22/22 ISSUED FOR CONSTRUCTION 1 6/10/22 ISSUED FOR CONSTRUCTION / 2 6/15/22 ISSUED FOR CONSTRUCTION LL 3 6/2/22 ISSUED FOR CONSTRUCTION EXISTING XISTING 4 2/14/23 ISSUED FOR CONSTRUCTION O w 5 2/16/23 ISSUED FOR CONSTRUCTION O � ° x x X x x x X X X X X PLAN u 0] w OF NEW aO U I N � oa & It FRONT/BACK SIDE O O r e PROPOSED DISH Wireless L.L.C. 12"WIDE ICE BRIDGE PLINTH DETAIL NO SCALE 3 103685 x AR�FESSIQ�A\, PDS ENGINEERING D.P.C. x PROPOSED OUTDOOR CABINET CERT. #: 0103685 OR PLINTH Expires 11/30/23 o PROPOSED HILTI KWIK SOLT TZ IT IS A VIOLATION OF LAW FOR ANY PERSON, 1/2"0 STAINLESS WEDGE ANCHOR UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, O PROPOSED SHIM PLATES AS TO ALTER THIS DOCUMENT. NECESSARY OR IF REQUIRED A&E PROJECT NUMBER PROPOSED DISH Wireless L.L.C. RRH o - 159533.001 (TYP OF (6) STACKED) w � W � ,. / •' " ° ° DISH Wireless L.L.C. EXISTING o: "' wm PROJECT INFORMATION TRAMSFORMER , o W 4 NYNYCO2243B PROPOSED DISH Wireless ' 23300 MAIN ROAD x L.L.C. TELCO FIBER ENCLOSURE o ORIENT, NY 11957 PROPOSED DISH Wireless O - L.L.C. H-FRAME a SHEET TITLE RE: 2/A-3.3 ENLARGE SITE PLAN AND CONCRETE PAD PROPOSED DISH W reless `i L.L.C. TWIN DIPLEX RS x x x x SHEET NUMBER (TYP OF (6) STACKED) PROPOSED H-FRAME TYPICAL OUTDOOR EQUIPMENT TO A-3 CONCRETE SLAB ANCHORAGE NO SCALE 4 RE: 1/A-3.2 ENLARGED SITE PLAN NO SCALE NOTES 4'-4" 4'-6" 1. CONTRACTOR TO BURY PLATFORM FEET WITH A MINIMUM OF 2" CENTER TO CENTER CENTER TO CENTER • OF FILL PER EXISTING SITE SURFACE - 2. WEED BARRIER FABRIC TO BE ADDED AT DISCRETION OF DISH Wireless L.L.C. CONSTRUCTION MANAGER AT TIME OF CONSTRUCTION. ONE SHEET 8'x8' INSTALLED UNDER ALL FOUR d...sh FEET OF THE PLATFORM (4 MIL BLACK PLASTIC) wireless.. 3. EQUIPMENT CABINET OMITTED FOR CLARITY. 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 OD t t -- - - - - 10 PRESIDENTIAL WAY PROPOSED DISH Wireless WOBURN.MA 01801 1 __—--__- L.L.C. EQUIPMENT H-FRAME ---� - - - Jf B+T GRP - �- 1]1]S.BOULDER SUITE 300 TULSA,OK]4119 PROPOSED DISH Wireless L.L.C. EQUIPMENT H-FRAME FI O O PROPOSED III DISH Wireless III L.L.C. TELCO ,ISI I° ° �I I ��I DRAWN BY: CHECKED BY:APPROVED BY: FIBER ENCLOSURE , J I j �I SM KJG GLS GROUN ® u i RFDS REV #: 1.0 °°°'°°° CONSTRUCTION J GRADE Ir�I GRADE GROUND BUSS BAR DOCUMENTS /\ \ \� \\� / /- i•. '/�' \', � � \, \\, \ \\ �\ � ' � \\ SUBMITTALS 4-4 REV DATE DESCRIPTION A 12/10/21 ISSUED FOR REVIEW L_J 0 2/22/22 ISSUED FOR CONSTRUCTION BACK ELEVATION BACK ELEVATION 1 6/10/22 ISSUED FOR CONSTRUCTION 2 6/15/22 ISSUED FOR CONSTRUCTION 3 B/2/22 ISSUED FOR CONSTRUCTION 4 2/14/23 ISSUED FOR CONSTRUCTION 5 2/16/23 ISSUED FOR CONSTRUCTION PROPOSED DISH Wireless PROPOSED S6 Wireless L.L.C. V of N F►y L.L.C. GPS UNIT RIGID METAL RRH CONDUIT PROPOSED DISH Wireless (TYP OF ) (STACKED) L.L.C. 200AMP METER rr�� SOCKET �d Q n � PROPOSED O Z .Wireless o 1436$5 ty�� LOWER PROTECT VE CABINET � PROPOSED DISH Wireless L.L.C. A'90FESSIQ�P�. TWIN DIPLEXERS (TYP. OF 6) I RESERVED ITEM# DESCRIPTION 211612-3 o SPACE --� o I - I - — H—FRAME 1 UNISTRUT, 1-5/8"xi-5/8"x5', SLOTTED FOR i0 III ADDITIONAL I 2 PIPE CAP FOR 3.5" OD PIPE, HDG III I PDS ENGINEERING D.P.C. 3 U-BOLT KIT, 3.5' OD 1 U-BOLT III DISCONNECT VIII UNISTRUT/SUPPORT RAIL 6 CERT. #: 0103685 I Expires 11/30/23 III SAFETY IIII 4 END CAP, RED, 1-5 8 UNISTRUT SWITCH. III �� I® ° I m IIF REQUIRED.I WEIGHT 273 5 3.5" OD PIPE, 126" LONG R IS A VIOLATION OF LAW FOR ANY PERSON, III III 60" UNLESS THEY ARE ACTING UNDER THE DIRECTION I I L------J I OF A LICENSED PROFESSIONAL ENGINEER, I --- --- I NOTE: PIPE (OS ) SHALL NOT 52" TO ALTER THIS DOCUMENT. EXCEED 6'-0" 5 4 A&E PROJECT NUMBER -- o 3 159533.001 GRADE Irl GRADE FINISH SLOPE ,a'C'�ty-C_s: -^"t:` - /�/. '•r;=^:1 �;"T i -r. '-'tz .... ;t `}"'.'L: - -,,!l a__,_3.!'7 ..�,C>'-.,.. .,.�. TO DRAIN w DISH Wireless L.L.C. !\/,,i/ /`;. `_%' %:.` /`T�\/ �. ,; %•!\ _\"_'_..; i j! _`;i,,T`�` /i� / '"1 = a X PROJECT INFORMATION r77 NYNYCO2243B N Z 23300 MAIN ROAD L_J PROPOSED 3.5" DIA. SCH 40 PIPORIENT, NY 11957 N GALVANIZED E oI SHEET TITLE M V' `'` ` FRONT ELEVATION FRONT ELEVATION 2c! ^<z^ I PROPOSED H-FRAME ELEVATIONS DA. C AND DETAILS PER (TYP) -n SHEET NUMBER CONCRETE PIER SIDE FRONT A- 3 _A H-FRAME EQUIPMENT ELEVATION NO SCALE H-FRAME EQUIPMENT ELEVATION NO SCALE 2 H-FRAME CONCRETE PIER INSTALLATION DETAIL NO SCALE 3 H s ENERSYS HEX RAYCAP PPC SQUARE D SAFETY SWITCHES 2000005996 RDIAC-2465-P-240-MTS D224NRB ENCLOSURE DIMENSIONS (HxWxD): 39"x22.855"x12.593 DIMENSIONS (HxWxD) 73"x30"x32"' ENCLOSURE DIM (HxWxD) 29.25"x19.00"x8.50" POWER SYSTEM —48V ALPHA/600A WEIGHT: 80 lbs ENCLOSURE TYPE NEMA 3R RAINPROOF d.* sh HEATER 80OW OPERATING AC VOLTAGE 240/120 1 PHASE 3W+G TOP UL LISTED FILE E-2875 TOP • wireless TOTAL WEIGHT (EMPTY) 376 Ibs PLAN 5701 SOUTH SANTA FE DRIVE 00 00 � LITTLETON, CO 80120 0 F O 0 CO O O AMER�CAIV IAL WAY O O 10 PRESIDENTIAL WAY WOBURN,MA 01801 O O o ` B+T GRP O 1 1]1]S.BWLDER E 300 O O TULSA.CM T9119 PH.(918)58]-0h30 —0000 BACK SIDE FRONT SIS DRAWN BY: CHECKED BY:APPROVED BY: BACK SIDE FRONT SIDE FRONT SM KJG GLS CABINET DETAIL NO SCALE POWER PROTECTION CABINET (PPC) DETAIL NO SCALE 2 SAFETY SWITCH DETAIL NO SCALE 3 RFDS REV y: 1.0 CONSTRUCTION EATON METER SOCKET CHARLES CFIT-PF2020DSH1 DOCUMENTS UNRRS213BEUSE FIBER TELCO ENCLOSURE O SUBMITTALS METER SOCKET TYPE RING ENCLOSURE DIMS (HxWxD) 20'"x20"x9" REV DATE DESCRIPTION ENCLOSURE DIM (HxWxD) 16"x12"x6" ENCLOSURE WEIGHT 20 Ibs A 12/10/21 ISSUED FOR REVIEW MAIN AMPERE RATING 200A PLAN MOUNTING WALL 0 2/22/22 ISSUED FOR CONSTRUCTION WEIGHT 16 LBS COMPLIANCE TYPE 4 1 6/10/22 ISSUED FOR CONSTRUCTION 2 6/15/22 ISSUED FOR CONSTRUCTION FRONT 3 8/2/22 ISSUED FOR CONSTRUCTION O m 4 2/14/23 ISSUED FOR CONSTRUCTION OO O 5 2/16/23 ISSUED FOR CONSTRUCTION ❑ ooD 0 0 MiW 0 E:= DOO rc, SIDE BACK FRONT SIDE BACK FRONT METER SOCKET DETAIL NO SCALE 4 NOT USEDNO SCALE 5 FIBER TELCO ENCLOSURE DETAIL NO SCALE pR�FESsIQNP�, COMMSCOPE WB-K110-B INCLUDED WB—T72-3 TRAPEZE KIT, WAVEGUIDE BRIDGE KIT PRODUCTS: 3 RUNGS WB—LB12-3 SUPPORT BRACKET POS ENGINEERING D.P.C. DIMENSIONS (HxL) 160"x10' PROPOSED CERT. #: 0103685 MF-130 DIRECT BURIAL PIPE FINISH SLOPE ICE BRIDGE Expires 11/30/23 WEIGHT/ VOLUME 325.0 LBS COLUMN, 13'-4" TO DRAIN CABLE RUN QTY 12 nPROPOSED R IS A VIOLATION OF LAW FOR ANY PERSON. (QTY) HYBRID CABLE UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, \` - TO ALTER THIS DOCUMENT. SUPPORT BRACKET A—A A—A 7 A&E PROJECT NUMBER (WB—LB12-3) - _ PROPOSED TRAPEZE KIT CABLE CLAMP 159533.001 io (WB—T12-3) _— 3" DIA SCH 40 PIPE I @ 3'-0" O.C. EXISTING SELF PROPOSED 3.5" DIA. 0 SUPPORT TOWER pDISH WirINFORMAT ON SUPPORT BRACKET SCH 40 PIPE I ,. (WB—LB12-3) # GALVANIZED TRAPEZE KIT 18" DIA DRILLED NYNYCO2243B PIER FOUNDATION 23300 MAIN ROAD (WB—T72-3) PROPOSED 1'-6" DIA. CONCRETE PIER (TYP) ORIENT, NY 11957 A—A SECTION SHEET TITLE 3.5" DIA GALV SCH 40 PIPE (SPACED 3.5" DIA GALV SCH 40 EQUIPMENT DETAILS 9'-0" MAX) PIPE (SPACED 9'-0" (MF-130) MAX) (MF-130) CONCRETE PIER SHEET NUMBER PLAN FRONT SIDE A-4 ICE BRIDGE DETAIL NO SCALE 7 TYPICAL ICE BRIDGE CONCRETE PIER DETAIL NO SCALE 8 HYBRID CABLE RUN NO SCALEF91 PCTEL " GPSGL—TMG—SPI-40NCB 1.60"s DIMENSIONS (DIAxH) MM/INCH 81x184mm MINIMUM OF IRE OR 270' IN ANY DIRECTION 3.2"x7.25" d..* sh WEIGHT W/ACCESSORIES 075 lbs GPS CONNECTOR N—FEMALE TOP 2,,, wireless 1. FREQUENCY RANGE 1590 t 30MHz JI�750 pi,1, 5701 SOUTH SANTA FE DRIVE iGS R9p�Gs LITTLETON, Co 80120 CUI2PSM6P4XXX CUI2PSM9P6XXX GPS UNIT OBSTRUCTIONS MUST (4 AWG CONDUCTORS) (6 AWG CONDUCTORS) BE BELOW 10' 1.41"0 ANIERA& �CAN 70W6R' 10 PRESIDENTIAL WAY _ WOBURN.MA 01801 0 0 o Jf3 B+T GRP O171]S.-LDER O O SUITE 300 p N Mil F 918)w 1eci00 0 o Rq p vxwbigry.wm US CUI2PSM9P8XXX DRAWN BY: CHECKED BY:APPROVED BY: BACK SIDE (8 AWG CONDUCTORS) SM KJG GLS GPS DETAIL NO SCALE GPS MINIMUM SKY VIEW REQUIREMENTS NO SCALE 2 CABLES UNLIMITED HYBRID CABLE NO SCALE 3 RFDS REV #: 1.0 MINIMUM BEND RADIUSES CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 12/10/21 ISSUED FOR REVIEW 0 2/22/22 ISSUED FOR CONSTRUCTION 1 6/10/22 ISSUED FOR CONSTRUCTION 2 6/15/22 ISSUED FOR CONSTRUCTION 3 8/2/22 ISSUED FOR CONSTRUCTION 4 2/14/23 ISSUED FOR CONSTRUCTION 5 2/16/23 ISSUED FOR CONSTRUCTION of N IF AZr ell NOT USED NO SCALE 4 NOT USED NO SCALE 5 NOT USED No SCALE 6 1043 42 pAo�ss►o�'P�" 2-11612-3 PDS ENGINEERING O.P.C. CERT. (f: 0103685 Expires 11/30/23 R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. A&E PROJECT NUMBER 159533.001 DISH Wireless L.L.C. PROJECT INFORMATION NYNYCO2243B 23300 MAIN ROAD ORIENT, NY 11957 SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER A-5 NOT USED NO SCALE 7 NOT USED NO SCALE 8 NOT USED NO SCALE 9 FUJITSU DUAL BAND FUJITSU TRIPLE BAND SABRE DOUBLE Z-BRACKET d.* sh TAO8025-6604 TAO8025-6605 G10123155 DIMENSIONS (HxWxD) 14.9"x15.7"x7.8" DIMENSIONS (HxWxD) 14.9"x15.7"x9" DIMENSIONS (HxWxD) (1 BRACKET) 5"x20"xt-13/16" WEIGHT 63.9 lbs WEIGHT 74.95 lbs WEIGHT (FULL ASSEMBLY) 35.79 lbs CONNECTOR TYPE 4.3-10 RF IIII IIII Iill 11!1111 Il �ll CONNECTOR TYPE 4.3-10 RF I I• PACKAGE QUANTITY 4 ®® CONNECTOR I CONNECTOR Ili IIIII,I II I+ I,l l� l I o m� wireless- POWER SUPPLY DC —58--36V PLAN POWER SUPPLY DC —58--36V PLAN 0 ® 0 ® 5701 SOUTH SANTA FE DRIVE # DESCRIPTION 2 ®�® ®® ®®® LITTLETON, CO 80120 1 PLATE, CHANNEL BRACKET 2 RRH Z BRACKET, 3/16'- I 16"THREADED ROD ASSEMBLY 1/2"x12" �® I I I ®o Qo000 000000 ' o �% 10 PRESIDENTIAL WAY ® WOBURN.MA 01801 �1 [Ell g0 0 0 0 0 0 0 0 0 0 0 0 0 0 ®�®� ®® B*T GRP ®o ®0 sul- PH:(99)fi7T I BACK SIDE FRONT BACK SIDE FRONT NOTE: «mw— OR DISH Wireless L.L.C. DRAWN BY: CHECKED BY:APPROVED BY: APPROVED EQUIVALENT SM KJG GLS RRH DETAIL NO SCALE RRH DETAIL NO SCALE 2 RRH MOUNT DETAIL NO SCALE 3 RFDS REV #: 1.0 CONSTRUCTION COMMSCOPE SABRE - C1O112336 EEI FPXL-AB 4 5 6 7 DOCUMENTS FVV-65B-R3 ANTENNA TRIAD FLUSHED MOUNT DIMENSIONS (HxWxD) 72.0"x11.8"x7.1M " � AST DIAMETER 20" to 25" DESCRIPTION PART # — QTY SUBMITTALS REV DATE DESCRIPTION PLAN TRIAD—FPXL — 1 4" PART 1 — QTY: 6 A 12/10/21 ISSUED FOR REVIEW TOTAL WEIGHT 43.9 LB TOTAL WEIGHT 25.6 lbs / BRACKET ASSEMBLY RF PORTS, CONNECTOR TYPE 8 x 4.3-10 FEMALE TRIAD—AB — 1/4" HRPO 0 2/22/22 ISSUED FOR CONSTRUCTION GUSSET ASSEMBLY PART 2 — QTY: 6 1 6/10/22 ISSUED FOR CONSTRUCTION 3/8"x7" A36 THREADED ROD PART 3 — QTY: 6 2 6/15/22 ISSUED FOR CONSTRUCTION ® 3/8"x1-1/4"A307 BOLT PART 4 — QTY: 6 ® ® 3 8/2/22 ISSUED FOR CONSTRUCTION 4 2/14/23 ISSUED FOR CONSTRUCTION 3/8" HEX NUT PART 5 — QTY: 6 5 2/16/23 1 ISSUED FOR CONSTRUCTION 3/8" FLAT WASHER PART 6 — QTY: 6 1 2 3/8" LOCK WASHER PART 7 — QTY: 6 3 0� Al riv TOTAL WEIGHT ±101.4 lbs 1 1`�C�i�I y POLE DIAMETER 10"0-14"0 II coe NOTE: OR DISH Wireless L.L.C. ° APPROVED EQUIVALENT BACK SIDE FRONT ANTENNA DETAIL NO SCALE 4 ANTENNA FLUSH MOUNT No SCALE 5 MAST MOUNT DETAIL NO SCALE 6 ro368� t�,a� AR�FESSIO�A�, EEI TRIAD-FPS MOUNT DIMENSIONS (HxWxD) 2"x5.72"x.25" 0 O 0 PDS ENGINEERING D.P.C. CERT. #: 0103685 WEIGHT: 5.5 LBS QTY: 6 Expires 11/30/23 SPECIFICATIONS: ROUND OR POLYGON POLES 3„ FPS PLAN FPS FRONT IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION TO 7" DIA., 1/4" BRACKET ASSEMBLY OFA LICENSED PROFESSIONAL ENGINEER, TD ALTER THIS DOCUMENT. A&E PROJECT NUMBER EEI TRIAD-AB MOUNT Cp 159533.001 DIMENSIONS (HxWxD) 2"x10"x.25" AB PLAN DISH Wireless L.L.C. PROJECT INFORMATION WEIGHT: 2 LBS Ott: 6 O O NYNYCO2243B SPECIFICATIONS: ANTENNA BRACKET, 1/4" HRPO GUSSET ASSEMBLY 23300 MAIN ROAD AB FRONT ORIENT, NY 11957 0�0 SHEET TITLE EEI TRIAD—AB BOLT, HEX NUT, FLAT WASHER & EQUIPMENT DETAILS LOCK WASHER 0 0 EEI TRIAD—FPS ; / POLE I/ SHEET NUMBER THREADED FPS/AB FRONT ROD (TYP) FPS/AB PLAN A_C NOT USED NO SCALE 7 NOT USED NO SCALE 8 MAST MOUNT DETAIL NO SCALE 9 /�+� v NOTES DC POWER WIRING SHALL BE COLOR CODED AT EACH END FOR IDENTIFYING +24V AND -48V CONDUCTORS. RED MARKINGS SHALL IDENTIFY +24V AND BLUE MARKINGS SHALL IDENTIFY -48V. • 1. THE EASEMENT RIGHTS FOR THIS SITE DO NOT INCLUDE A SPECIFIED AREA FOR THE LOCATION OF UTILITIES. CONSTRUCTION CONTRACTOR MUST FIELD VERIFY THE APPROPRIATENESS OF ALL PROPOSED UTILITY ROUTES 2. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. 1. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING A BID. ANY QUESTIONS ARISING DURING THE BID d sh 3. GC TO REFER TO FINAL UTILITY COORDINATION DOCUMENT FOR ALL MEET ME POINTS AND PERIOD IN REGARDS TO THE CONTRACTOR'S FUNCTIONS, THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS ROUTING DETAILS. PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACTHASHAS BEEN AWARDED. 2. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL STATE AND 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 LOCAL CODES, LAWS, AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS REQUIRED TO MEET NEC STANDARDS. 3. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE COORDINATED '! WITH FIELD CONDITIONS PRIOR TO CONSTRUCTION. ! 4. CONDUIT ROUGH-IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS. VERIFY WITH THE MECHANICAL EQUIPMENT CONTRACTOR AND COMPLY AS REQUIRED. ANIERICAIV710VYER' ! 1 I I 10 PRESIDENTIAL WAY 5. CONTRACTOR SHALL PROVIDE ALL BREAKERS, CONDUITS AND CIRCUITS AS REQUIRED FOR A COMPLETE SYSTEM. W09URN.MA 01801 6. CONTRACTOR SHALL PROVIDE PULL BOXES AND JUNCTION BOXES AS REQUIRED BY THE NEC ARTICLE 314. ' ! ', 1 I 'I ', I I , I, •I ', I B+T GRP 1717 sUITE.3pWLDER 7. CONTRACTOR SHALL PROVIDE ALL STRAIN RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES. INSTALLATION SHALL BE IN TULSA,Dx 7411g ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. aN:(gle)sev<sw • � wxw.dgry wm I EXISTING •I 8. ALL DISCONNECTS AND CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES INDICATING BUILDING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM. DRAWN BY: CHECKED BY:APPROVED BY: I ' 9. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC 250. THE EQUIPMENT SM KJG GLS GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULL BOXES, AND ALL DISCONNECT SWITCHES, AND REDSREV EQUIPMENT CABINETS. N� 1.0 .Tj 10. ALL NEW MATERIAL SHALL HAVE A U.L. LABEL. CONSTRUCTION SELF EXISTING SUPPORTFIRE DTOWER -0 11.PANEL SCHEDULE LOADING AND CIRCUIT ARRANGEMENTS REFLECT POST-CONSTRUCTION EQUIPMENT. DOCUMENTS + o 12. CONTRACTOR SHALL BE RESPONSIBLE FOR AS-BUILT PANEL SCHEDULE AND SITE DRAWINGS. SUBMITTALS REV DATE DESCRIPTION 1 13. ALL TRENCHES IN COMPOUND TO BE HAND DUG _ A 12/10/21 ISSUED FOR REVIEW ' 1 0 2/22/22 ISSUED FOR CONSTRUCTION (\ " 1 6/10/22 ISSUED FOR CONSTRUCTION 2 6/15/22 ISSUED FOR CONSTRUCTION .p I EXISTING 3 8/2/22 ISSUED FOR CONSTRUCTION EQUIPMENT 4 2/14/23 ISSUED FOR CONSTRUCTION SHELTER x ELECTRICAL NOTES NO SCALE 5 2/16/23 ISSUED FOR CONSTRUCTION A' -- EXISTING x Of NEW�O CONCRETE PAD O EXISTING 4._G.. WIDE ►' CHAIN-LINK GATE 0Ir EXISTING 0 LX -X EXISTING ICE BRIDGE (TYP) i 0a) CONCRETE PAD (TYP) _ p�OSc�Q�� 30'-9" EXISTING EXISTING CONCEALMENT f r APPROXIMATE 2�1��23 H-FRAME (TYP) MONOPOLE ACCESS EASEMENT x PDS ENGINEERING D.P.C. n O O O O _ I l CERT. : 0103685 Expires 11/30/23 PROPOSED IT IS A VIOLATION OF LAW FOR ANY PERSON, �':• - x METER SITE LOCATION UNLESS THEY ARE ENS ACTING UNDER PROFESSIONAL THE ENGINEER, TION J TO ALTER THIS DOCUMENT. / R—FBIR— FBR PROPOSED FIBER A&E PROJECT NUMBER g _ HANDHOLE Lx x 159533.001 1:10 e _ EXISTING PROPOSED UNDERGROUND .Ix TRAMSFORMER9 POWER CONDUIT . (LENGTH: 5'-0") DISH Wireless L.L.C. PROJECT INFORMATION ' - PROPOSED UNDERGROUND t NYNYCO2243B EXISTING POWER CONDUIT - 23300 MAIN ROAD EQUIPMENT 9'-3" (LENGTH: 10'-0") CONCRETE PAD ORIENT, NY 11957 SHEET TITLE Lx_ x_ x 3 2 ELECTRICAL/FIBER ROUTE 1 x x EXISTING 12'-0"x WIDE ,, �- PAN AND NOTES CHAIN—LINK GATE + i + THE EASEMENT RIGHTS FOR THIS SITE ARE BLANKET EASEMENT RIGHTS TO THE PREMISES AND THEREFORE DOES (TYP) i x / NOT INCLUDE A SPECIFIED AREA FOR THE LOCATION OF UTILITIES. CONSTRUCTION CONTRACTOR MUST FIELD VERIFY SHEET NUMBER x x ✓/ THE APPROPRIATENESS OF ALL PROPOSED UTILITY ROUTES. 6' 4' 2' 0 5' ,0' E-1 UTILITY ROUTE PLAN AERIAL VIEW NO SCALE 3 CARLON EXPANSION FITTINGS DISH Wireless L.L.C. FIBER d.* SEE TRENCHING NOTE 1 DISH Wireless L.L.C. DISTRIBUTION PANEL. MALE TERMINAL STD PROVIDES 12AWG FT—0—0 _ COUPLING END TRAVEL VARIES PER BACKFILL PER SITE WIRE (6' TAIL) ADAPTER END SIZE CTN WORK SPECIFICATIONS PART# LENGTH PART NUMBER TRENCHING NOTES PROPOSED DISH Wireless L.L.C. PART# QTY. TELCO FIBER ENCLOSURE 1. CONTRACTOR SHALL RESTORE THE (SEE GENERAL NOTES) E945D E945DX 1/2" 20 4" TRENCH TO ITS ORIGINAL SLOPE TO SUIT SOIL _ n E945E E945EX 3/4" 15 4" SLIP JOINT CONDITIONS BY EITHER SEEDING CONDITION IN ACCORDANCE u (SEE CHART FOR OR SODDING GRASS AREAS, OR WITH LOCAL REGULATIONS ��/� PART NUMBER) REPLACING ASPHALT OR CONCRETE SEE TRENCHING NOTE 2 PROPOSED DISH Wireless wnreless�. E945E E945EX 1" 10 4" r 1L.L.C. UNISTRUT I AREAS TO ITS ORIGINAL CROSS .j/�\ \% 5701 SOUTH SANTA FE DRIVE E945G E945GX 1 1/4" 5 4" I SECTION. /\ �j� w oo DISH Wireless L.L.C. FIBER LITTLETON, CO 80120 o 2. TRENCHING SAFETY; INCLUDING, \ \ 30= JUMPER TO CABINET WILL E945H E945HX 1 1/2" 5 4" -I BUT NOT LIMITED TO SOIL / w v s NEED TO BE TERMINATED BY /\ m=w FIBER PROVIDER ON OTHER CLASSIFICATION, SLOPING, AND �\ - 3� E945J E945JX 2" 15 B. 8 PROPOSED DISH SIDE OF BULKHEAD/LC TO LC SHORING, SHALL BE GOVERNED F Z %\� �j w Wireless L.L.C. CONNECTOR WHERE CIRCUIT E945K E945KX 2 1/2" 10 8" BY THE CURRENT OSHA w = �z 10 AMP DISTRIBUTION IS TERMINATED. I TRENCHING AND EXCAVATION p z w - \ \' - • . BREAKER r--�-� A111I�Cpry Tp{ry�R• E945E E945EX 3" 10 B. w o \ o of V 10 PRESIDENTIAL WAY SAFETY STANDARDS. < �p n 00 WOBURN.MA 01801 z E945M E945MX 3 1/2" 5 8" 3. ALL CONDUITS SHALL BE w w �� w IN INrF OSED FIBER PROVIDER INSTALLED IN COMPLIANCE WITH > N i\ R LATERAL FROM RIGHT E945N E945NX 4" 5 8" THE CURRENT NATIONAL /� /. PROPOSED DISH Wireless L.L.C. 0 0AY TO STREET, B+T GRP UTILITY WARNING TAPE 12 AWG WIRE171 S.ELECTRIC CODE NEC OR AS INATED TO FDP sUITE MOULDER ( ) PROPOSED DISH Wireless L.L.C.E945P E945PX 5" 1 8AOKT4119 NOTE: REQUIRED BY THE LOCAL SAND BEDDING PER SITE 1-1/2" POWER FROM CABINET OSED DISH Wireless L.L.C. PH:(918)s9]—o E945R E945RX 6" 1 8" CONTRACTOR TO INSTALL EXPANSION FITTING JURISDICTION, WHICHEVER IS WORK SPECIFICATIONS 2" FIBER TO CABINET """'bl°'°`°'"DISH Wireless L.L.C. INSTALLSSLIP JOINT AT METER CENTER CONDUIT THE MOST STRINGENT. 1-1/2" CONDUITS FOR POWEROSED DISH Wireless L.L.C. DRAWN BY: CHECKED BY:APPROVED BY: TERMINATION, AS PER LOCAL UTILITY POLICY,ORDINANCE AND/OR SPECIFIED REQUIREMENT. AND FIBER TO CABINET 2CONDUIT FROM COMMERCIAL FIBER VAULT SM KJG GLS EXPANSION JOINT DETAIL NO SCALE TYPICAL UNDERGROUND TRENCH DETAIL NO SCALE 2 DARK TELCO BOX - INTERIOR WIRING LAYOUT NO SCALE 3 RFDS REV #: 1.0 CONSTRUCTION DOCUMENTS NOTE: FIBER PROVIDER SUBMITTALS PROPOSED FIBER WILL NEED TO PROVIDE AN PROPOSED DISH Wireless L.L.C. NID, IF REQUIRED ADDITIONAL 5FT UNISTRUT, REV DATE DESCRIPTION 2 U–BOLTS WITH 4 NUTS, A 12/10/21 ISSUED FOR REVIEW UNISTRUT IN THE EVENT THE BRACKET SPACING DOESN'T 0 2/22/22 ISSUED FOR CONSTRUCTION LINE UP WITH CURRENT 1 6/10/22 ISSUED FOR CONSTRUCTION SPACING BELOW 2 PROPOSED FIBER PROVIDER IN IN OUT 6/15/22 ISSUED FOR CONSTRUCTION 1-1/4" FLEX CONDUITS 3 8/2/22 ISSUED FOR CONSTRUCTION FIBER PROVIDER TO T1L.L.C. E FIBER PROVIDER TO PUNCH TOP OF 4 2/14/23 ISSUED FOR CONSTRUCTION POWER TO FIBER PROID TELCO BOX OF NO ENCLOSURE AND 5 2/13/23 ISSUED FOR CONSTRUCTION PROPOSED DISH WirelC. INSTALL 1-1/4" LIQUID TIGHT 12 AWG WIRE (6' TAICONNECTORS, UL LISTED, NYLON MATERIAL, WITH 0–RING GASKET FIBER PROVIDER TO INSTALL �of NEW PROPOSED DISH Wirel . 0 1-1/4" FLEX CONDUITS BETWEEN Y 10 AMP DISTRIBUTIONR FDP TELCO BOX & NO y� PROPOSED DISH Wireless L.L.C. PROPOSED DISH Wirel . TELCO FIBER ENCLOSURE co nom/ 12 AWG WIRE PROPOSED DISH Wireless L.L.C. 1-1/2" FIBER TO CABINET IHPROPOSED DISH WirelC. 0 0 PROPOSED DISH WirelessL.L.C. 1-1/2" POWER FROMT 2" CONDUIT FROM COMMERCIAL Cj FIBER VAULT LIT TELCO BOX - INTERIOR WIRING LAYOUT (OPTIONAL) NO SCALE t} NOT USED NO SCALE 5 NOT USED NO SCALE g 103685 00 1036 2./16/223 PDS ENGINEERING D.P.C. CERT. #: 0103685 Expires 11/30/23 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. A&E PROJECT NUMBER 159533.001 DISH Wireless L.L.C. PROJECT INFORMATION NYNYCO2243B 23300 MAIN ROAD ORIENT, NY 11957 SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E-2 NOT USED NO SCALE 7 NOT USED NO SCALE NOT USED NO SCALE 9 d.'* s r/ wireless PROPOSED POWER PROTECTIVE CABINET ENERSYS NETWORK CABINET 5701 SOUTH SANTA FE DRIVE UTILITY SERVICE ENTRANCE 120/24OV, 1 PH, SERVICE RATED, LITTLETON, CO 80120 120/240 VAC 1PH OVERALL UL LISTED POWER CENTER, N3R, 65K/10K AIC (3) 3/0 WITH GROUND BACKUP MAIN BREAKER WITH IN 3' SCH 400 CONDUIT GENERATOR 200A 200A INTERLOCKED GENERATOR CAMLOCK FEED, 200A 65K AIC (3) PROPOSED CONTRACTOR REFER TO GEN PLUG 3/4" EMT CONDUITS AM Io PCANIAL FINAL UTILITY DESIGN DETAILS N SURGE SUPPRESSION 10 PRESIDENTIAL WAY EXISTDEVICE 100KA SAD MOV wo9URN.MA 01801 50kV NG 120/240V, 1�3W, UTILITY COMPANY SAO/ MOV TRANSFORMER GFCI 15A 01 02 40A PROPOSED 2 #8, 1 #10 CU GND. 03 04 FOR RECTIFIERS 1 & 2 B+T GRP NEW WIRE AND CONDUIT PER UTILITY 20A 1717 S.BOULO R COMPANY REQUIREMENTS OS O6 5.m300 SPACE 01<7111sSPACE 07 OB 40A PROPOSED 2 8, 1 10 CU GND. FOR RECTIFIERS 3 & 4 P„„`Iy�g,A�46ss SPACE 09 10 DRAWN BY: CHECKED BY:APPROVED BY: M SPACE 11 12 20A PROPOSED 2 8, 1 010 CU GND. FOR RECTIFIER 5 SM KJG GLS SPACE 13 14 SPACE IS 16 SPACE RFDS REV #: 1,0 SPACE I7 18 SPACE NEW 200A120/24OV, 10W. SERVICE RATED, SPACE SPACE CONSTRUCTION FUSIBLE DISCONNECT (NEMA 3R). 19 —20,--,— (1) PROPOSED DOCUMENTS 200 (SQUARE D MODEL No. D224NRB / OR SPACE 21 22 SPACE 1/2" EMT CONDUIT #4 CU (GROUNDING EQUIVALENT).VERIFY COMPATIBILITY WITH ELECTRODE CONDUCTOR) LOCAL UTILITY COMPANY. LOCATION OF MAIN SPACE SPACE 23 24 SUBMITTALS BONDING JUMPER. SPACE SPACE REV DATE DESCRIPTION PROPOSED 2 #10, 1 #10 CU GND. FOR CONVENIENCE OUTLET A 12/10/21 ISSUED FOR REVIEW 0 2/22/22 ISSUED FOR CONSTRUCTION 7T NOTE: 1 6/10/22 ISSUED FOR CONSTRUCTION I BRANCH CIRCUIT WIRING SUPPLYING RECTIFIERS ARE TO BE RATED UL1015, 105'C, 60OV, AND PVC INSULATED, IN THE SIZES SHOWN 2 6/15/22 ISSUED FOR CONSTRUCTION J IN THE ONE—LINE DIAGRAM. CONTRACTOR MAY SUBSTITUTE UL1015 WIRE FOR THWN-2 FOR CONVENIENCE OUTLET BRANCH CIRCUIT, y e/z/zz ISSUED FOR CONSTRUCTION GROUNDING ELECTRODE SHALL BE BREAKERS REQUIRED, (2) 5/8"0 X 10' LONG GROUND ROD (2) 40A, 2PBREAKER — SQUARE D P/N:Q0240 4 2/1 a/23 ISSUED FOR CONSTRUCTION SPACED MINIMUM 6' APART (1) 20A, 2P BREAKER — SQUARE D P/N:00220 5 12/16/23 ISSUED FOR CONSTRUCTION (1) 20A, 1P BREAKER — SQUARE D P/N:QO120 (1) 15A, 1P BREAKER — SQUARE D P/14:00115 pF NE�y � Y PPC ONE-LINE DIAGRAM NO SCALE C&j Q� lo 103685 pA�FESSIQ�P� PROPOSED ENERSYS PANEL SCHEDULE 2�1��23 VOLT AMPS VOLT AMPS PDS ENGINEERING D.P.C. LOAD SERVED (WATTS) TRIP O# PHASE CKTTRIP (WATTS) LOAD SERVED KT CERT. #: 0103685 L7 L2 L7 L2 Expires 11/30/23 PPC GFCI OUTLET 180 15A 1 A 2 3840 ENERSYS ALPHA CORDE% ENERSYS GFCI OUTLET I'�i 180 20A 3 B 4 40A ®® 3840 RECTIFIERS 1 & 2 IT IS A VIOLATION OF FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION —SPACE— 540 A 40A 3840 �ENERSYS ALPHA CORDE% OF A LICENSED PROFESSIONAL ENGINEER, —SPACE— X11 7 B8 IPS 3840 RECTIFIER 3 & 4 TO ALTER THIS DOCUMENT. —SPACE— I� 9 A10 20A 1920 17�ENERSYS ALPHA CORDE% —SPACE— !� 11 B12 � 1920 RECTIFIER 5 A&E PROJECT NUMBER —SPACE— 13 A14 Phi —SPACE- -SPACE— 6�l! 15 B16 I1�, -SPACE- 159533.001 —SPACE— 17 A18 ' —SPACE- -SPACE— AQP 19 820 —SPACE— DISH Wireless L.L.C. —SPACE— iO7lF7 21 A22 1 —SPACE— PROJECT INFORMATION —SPACE— {iii 23 B —SPACE— VOLTAGE AMP 1 180 1 180 9500 9500 NYNYCO2243B 200A VICE, 10, 24 SPACE,120/240V L1 L2 MB RATING: 65,000 AIC 9680 9680 VOLTAGE AMPS 23300 MAIN ROAD 61 1 81 1 ORIENT, NY 11957 81 MAXMAX AMPS 102 IMAX 1257 SHEET TITLE ELECTRICAL ONE-LINE AND PANEL SCHEDULE SHEET NUMBER E-3 PANEL SCHEDULE NO SCALE 2 NOT USED NO SCALE 3 --EXISTING TOWER GROUND " RING (FIELD VERIFY) EXOTHERMIC CONNECTION TEST GROUND ROD WITH EXISTING MONOPOLE TOWER c Z INSPECTION SLEEVE • PROPOSED EQUIPMENT GROUND RING TO EXISTING MECHANICAL CONNECTION TOWER GROUND RING (TYR OF (2) TOTAL) x — #6 AWG STRANDED & INSULATED ' — _ _ GROUND BUS BAR — — #2 AWG SOLID COPPER TINNED d s h i`II O • BOND ICE BRIDGE SUPPORT GROUND ROD BUSS BAR INSULATOR wireless POSTS TO GROUND RING 5701 SOUTH SANTA FE DRIVE I i I BOND(s) (TYP ALL POSTS) LITTLETON, CO 80120 i GROUNDING LEGEND �' II BOND EQUIPMENT AS \ / REQUIRED BY MANUFACTURER I x -- - - - -- -. _ . _ ._ . 1. GROUNDING IS SHOWN DIAGRAMMATICALLY ONLY. o AMt-aO I \ \ I RICAN7WER• 2. CONTRACTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE SYSTEM. GROUNDING SHALL BE IN 10 PRESIDENTIAL WAY o I I COMPLIANCE WITH NEC SECTION 250 AND DISH Wireless L.L.C. GROUNDING AND BONDING WOBURN.MA 01601 REQUIREMENTS AND MANUFACTURER'S SPECIFICATIONS. \Y /. r 3. ALL GROUND CONDUCTORS SHALL BE COPPER; NO ALUMINUM CONDUCTORS SHALL BE use0. GJ B+T GRP 111)S.BWLDER PROPOSED 4"x12"zl/4" TINNED I` \ COPPER GROUND BUSS BAR (TYR) sulTs aao PH:( Ox 74119 PH:918)SBT�i630 W^w 619T I GROUNDING KEY NOTES DRAWN BY: CHECKED BY:APPROVED BY: \ Icr E _jj G I II I I SM KJG GLS 0 INCHES BELOW GADE.OR 6 NCH ESN BELOW THE FROIST 2 AWG SOLDCLIINE SAND APIPROXMATE YP 24 IINCHESL FROM EAST3THE EXTERIOR WALL RFDS REV #: 1.0 // lL OR FOOTING. II �/m--•) #2 AWG BURIED GROUND I Ian I CONSTRUCTION I I •— •—• — • —f-- V RING 30" BELOW GRADE �1 I I x B TOWER GROUND RING: THE GROUND RING SYSTEM SHALL BE INSTALLED AROUND AN ANTENNA TOWER'S LEGS, O AND GUY ANCHORS. WHERE SEPARATE SYSTEMS HAVE BEEN PROVIDED FOR THE TOWER AND THE DOCUMENTS BUILDING, AT LEAST TWO BONDS SHALL BE MADE BETWEEN THE TOWER RING GROUND SYSTEM AND THE J) BUILDING RING GROUND SYSTEM USING MINIMUM #2 AWG SOLID COPPER CONDUCTORS. SUBMITTALS O PERIMETER OFU T 11 OR HEREQUIPMENTAWG AREA.STRAALDLE NON—TELECOMMUNICATIONSRELATEEN INSULATED COPPER DD CMETALLCTOR EOBJEDCTSROFOUND UND THE REV DATE DESCRIPTION WITHIN A SITE SHALL BE GROUNDED TO THE INTERIOR GROUND RING WITH #6 AWG STRANDED GREEN A 12/10/21 ISSUED FOR REVIEW BOND H—FRAME POST INSULATED CONDUCTOR. 0 2/22/22 ISSUED FOR CONSTRUCTION TO UNISTRUT (TYR) 1 6/10/22 ISSUED FOR CONSTRUCTION OD BOND TO INTERIOR GROUND RING: #2 AWG SOLID TINNED COPPER WIRE PRIMARY BONDS SHALL BE z 6/15/22 IssueD FOR cDNsrRucTloN PROVIDED AT LEAST AT FOUR POINTS ON THE INTERIOR GROUND RING, LOCATED AT THE CORNERS OF THE BUILDING. 3 6/2/22 ISSUED FOR CONSTRUCTION I ° 4 2/14/23 ISSUED FOR CONSTRUCTION GROUND ROD: UL LISTED COPPER CLAD STEEL. MINIMUM 1/2" DIAMETER BY EIGHT FEET LONG. GROUND u I ° O RODS SHALL BE INSTALLED WITH INSPECTION SLEEVES. GROUND RODS SHALL BE DRIVEN TO THE DEPTH OF 5 2/16/23 ISSUED FOR CONSTRUCTION x x x x x x x x x x x GROUND RING CONDUCTOR. 'aL RE R PIN x O QUPMENT FRAMES. BONDS ARE MADE WIITTHT#2FAWGOUNLESSFNOTED OTHERWISE SOTRAND DA GREENENSIULATED NE�j COPPER CONDUCTORS. BOND TO GROUND RING WITH (2) #2 SOLID TINNED COPPER CONDUCTORS. 'Y GROU NO BAR: BOND TO THE INTERIOR GROUND RING WITH TWO #2 AWG STRANDED GREEN HATCH PLATE 1�� O I x O PRESENTDTHEPCRGBMUST BECONNECTED TOTHEHATCH—PLATE AND THE INTERIOR GROUND RING CONDUCTORS. HATCH—PLATE AND TFNAOTH P��n�(/-1 USING (2) TWO #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTORS EACH. `G I O EXTERIOR CABLE ENTRY PORT GROUND BARS: LOCATED AT THE ENTRANCE TO THE CELL SITE BUILDING. BOND I TO GROUND RING WITH A #2 AWG SOLID TINNED COPPER CONDUCTORS WITH AN EXOTHERMIC WELD AND r INSPECTION SLEEVE. Cj 1 Oj TELCO GROUND BAR: BOND TO 80TH CELL REFERENCE GROUND BAR AND EXTERIOR GROUND RING. 1036 1 x O SANOT ISOLATED FROM BONDING EQUIPMENTSRMETALCOM FRAMEWORK.IENT FRAMES SHALL BE THE GROUND BUS THAT pA0FESS�O�A� OINTERIOR UNIT BONDS:INTERIOR GROUNDAL FRAMES.RING REQUIRE #6SAWG0ST STVIDUAL RANDED GREEN INSULATED COPPER BONDTO THE OF THE �7�7 21116/2-3 INTERIOR GROUND RING. PDS ENGINEERING D.P.C. #2 TINNED SOLID IN 1/2" MIN. LIQUID x O FENCE AND GATE GROUNDING: METAL FENCES WITHIN 7 FEET OF THE EXTERIOR GROUND RING OR OBJECTS CERT. #: 0103685 TIGHT CONDUIT FROM 24" BELOW GRADE BONDED TO THE EXTERIOR GROUND RING SHALL BE BONDED TO THE GROUND RING WITH A #2 AWG SOLID Expires 11/30/23 TINNED COPPER CONDUCTOR AT AN INTERVAL NOT EXCEEDING 25 FEET. BONDS SHALL BE MADE AT EACH TO WITHIN 3" TO 6" OF CAD—WELD o GATE POST AND ACROSS GATE OPENINGS. IT IS A VIOLATION OF LAW FOR ANY PERSON. TERMINATION POINT. EXP N UNLESS THEY ARE ACTING UNDER THE DIRECTION THE LIQUID TIGHT CONDUIT MUST BE OF A LICENSED PROFESSIONAL ENGINEER, SEALED WITH SILICONE CAULK. (NP) EXTERIOR UNBONDS: METALLIC OBJECTS, EXTERNAL TO OR MOUNTED TO THE BUILDING, SHALL BE BONDED TO ALTER THIS DOCUMENT. TO THE EXTERIT IOR GROUND RING. USING #2 TINNED SOLID COPPER WIRE A&E PROJECT NUMBER N ICE BRIDGE SUPPORTS: EACH ICE BRIDGE LEG SHALL BE BONDED TO THE GROUND RING WITH #2 AWG BARE _ _ _ TINNED COPPER CONDUCTOR. PROVIDE EXOTHERMIC WELDS AT BOTH THE ICE BRIDGE LEG AND BURIED 159533.001 GROUND RING. DISH Wireless L.L.C. ODURING ALL DC POWER SYSTEM.CHANGES INCLUDING OC SYSTEM CHANGE OUTS, RECTIFIER REPLACEMENTS PROJECT INFORMATION OR ADDITIONS, BREAKER DISTRIBUTION CHANGES, BATTERY ADDITIONS, BATTERY REPLACEMENTS AND NYNYCO22438 I' - •x INSTALLATIONS OR CHANGES TO DC CONVERTER SYSTEMS IT SHALL BE REQUIRED THAT SERVICE /JI CONTRACTORS VERIFY ALL DC POWER SYSTEMS ARE EQUIPPED WITH A MASTER DC SYSTEM RETURN GROUND 23300 MAIN ROAD CONDUCTOR GROUND M HE C POWER SYSTEM COMMON RETURN BUS DIRECTLY CONNECTED TO THE CELL SITEREFEORIENT, NY 11957 I \ I O TOWER TOP COLLECTOR BUSS BAR IS TO BE MECHANICALLY BONDED TO PROPOSED ANTENNA MOUNT. SHEET TITLE GROUNDING PLAN AND REFER TO DISH Wireless L.L.C. GROUNDING NOTES. NOTES X x x x x x SHEET NUMBER TEST WELL PROPOSED BUSS BAR INSULATORS (NP) ^_1•1 TYPICAL EQUIPMENT GROUNDING PLAN NO SCALE GROUNDING KEY NOTES NO SCALE 2 V EXOTHERMIC CONNECTION TEST GROUND ROD WITH E INSPECTION SLEEVE • MECHANICAL CONNECTION —————— #6 AWG STRANDED & INSULATED GROUND BUS BAR — •— - — #2 AWG SOLID COPPER TINNED d s h OGROUND ROD wireless- - BUSS BAR INSULATOR 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 GROUNDING LEGEND 1. GROUNDING IS SHOWN DIAGRAMMATICALLY ONLY. 2. CONTRACTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE SYSTEM, GROUNDING SHALL BE IN J"MIitRCAN 7nWER* WOBURN. COMPLIANCE WITH NEC SECTION 250 AND DISH Wireless L.L.C. GROUNDING AND BONDING 0 0 WAY URN. MMA A OIBOI REQUIREMENTS AND MANUFACTURER'S SPECIFICATIONS. 3. ALL GROUND CONDUCTORS SHALL BE COPPER; NO ALUMINUM CONDUCTORS SHALL BE USED. f B+T GRP 1]1]8.BOULDER SUITE 398 TULS&ON]4119 PH:1918)587-0630 ww.v w".. GROUNDING KEY NOTES DRAWN BY: CHECKROVED BY: SM KJG GLS A EXTERIOR GROUND RING: #2 AWG SOLID COPPER, BURIED AT A DEPTH OF AT LEAST 30 INCHES BELOW GRADE, OR 6 INCHES BELOW THE FROST LINE AND APPROXIMATELY 24 INCHES FROM THE EXTERIOR WALL RFDS REV #: 1,p OR FOOTING. OTOWER GROUND RING: THE GROUND RING SYSTEM SHALL BE INSTALLED AROUND AN ANTENNA TOWER'S LEGS, CONSTRUCTION AND/OR GUY ANCHORS. WHERE SEPARATE SYSTEMS HAVE BEEN PROVIDED FOR THE TOWER AND THE DOCUMENTS BUILDING, AT LEAST TWO BONDS SHALL BE MADE BETWEEN THE TOWER RING GROUND SYSTEM AND THE BUILDING RING GROUND SYSTEM USING MINIMUM #2 AWG SOLID COPPER CONDUCTORS. SUBMITTALS OINTERIOR GROUND RING: #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTOR EXTENDED AROUND THE REV DATE DESCRIPTION PERIMETER OF THE EQUIPMENT AREA. ALL NON-TELECOMMUNICATIONS RELATED METALLIC OBJECTS FOUND WITHIN A SITE SHALL BE GROUNDED TO THE INTERIOR GROUND RING WITH #6 AWG STRANDED GREEN A 12/10/21 ISSUED FOR REVIEW INSULATED CONDUCTOR. 0 2/22/22 ISSUED FOR CONSTRUCTION D BOND TO INTERIOR GROUND RING: #2 AWG SOLID TINNED COPPER WIRE PRIMARY BONDS SHALL BE 2 6/15/22 ISSUED FOR CONSTRUCTION PROVIDED AT LEASI 6/10/22 ISSUED FOR CONSTRUCTION T AT FOUR POINTS ON THE INTERIOR GROUND RING, LOCATED AT THE CORNERS OF THE BUILDING. 3 8/2/22 ISSUED FOR CONSTRUCTION GROUND ROD: UL LISTED COPPER CLAD STEEL. MINIMUM 1/2" DIAMETER BY EIGHT FEET LONG. GROUND 4 2/14/23 ISSUED FOR CONSTRUCTION NOT USED NO SCALE 1 E RODS SHALL BE INSTALLED WITH INSPECTION SLEEVES. GROUND RODS SHALL BE DRIVEN TO THE DEPTH OF 5 2/16/23 ISSUED FOR CONSTRUCTION GROUND RING CONDUCTOR. F CELL REFERENCE GROUND BAR: POINT OF GROUND REFERENCE FOR ALL COMMUNICATIONS EQUIPMENT 0� NEW FRAMES. ALL BONDS ARE MADE WITH #2 AWG UNLESS NOTED OTHERWISE STRANDED GREEN INSULATED COPPER CONDUCTORS. BOND TO GROUND RING WITH (2) #2 SOLID TINNED COPPER CONDUCTORS. OHATCH PLATE GROUND BAR: BOND TO THE INTERIOR GROUND RING WITH TWO #2 AWG STRANDED GREEN ��` �'u� v'✓/� O INSULATED COPPER CONDUCTORS. WHEN A HATCH-PLATE AND A CELL REFERENCE GROUND BAR ARE BOTH r PROPOSED PRESENT, THE CRGB MUST BE CONNECTED TO THE HATCH-PLATE AND TO THE INTERIOR GROUND RING `0 `G BULKHEAD (TYP) USING (2) TWO #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTORS EACH. *, EXISTING MAST PROPOSED EXTERIOR CABLE ENTRY PORT GROUND BARS: LOCATED AT THE ENTRANCE TO THE CELL SITE BUILDING. BOND ANTENNA (NP) O TO GROUND RING WITH A #2 AWG SOLID TINNED COPPER CONDUCTORS WITH AN EXOTHERMIC WELD AND INSPECTION SLEEVE. ROUND MEMBER ADAPTER PROPOSED Oj TELCO GROUND BAR: BOND TO BOTH CELL REFERENCE GROUND BAR AND EXTERIOR GROUND RING. !03 STEALTH CANISTER V:J V l,#�Iltllll<Ill.4LY1/tllrCltl,`i^I(11 O S NOT FRAME BONDING, THE ISOLATED FROM BONDING METALAM EQUIPMENTS FOR TELECOM EEWUORKENT FRAMES SHALL BE THE GROUND BUS THAT doA � O�w� 3/8" HEX OR f}'OX S ec` i` EXISTING MAST FLUSTER BOLT O INTERIOR UNIT BONDS: METAL FRAMES, CABINETS AND INDIVIDUAL METALLIC UNITS LOCATED WITH THE AREA // n LOCK WASHER I I OF THE INTERIOR GROUND RING REQUIRE A #6 AWG STRANDED GREEN INSULATED COPPER BOND TO THE INTERIOR GROUND RING. 6"x2" GROUND BUS BAR FLAT WASHER POS ENGINEERING D.P.C. OFENCE AND GATE GROUNDING: METAL FENCES WITHIN 7 FEET OF THE EXTERIOR GROUND RING OR OBJECTS CERT. #: 0103585 6"x2" GROUND BONDED TO THE EXTERIOR GROUND RING SHALL BE BONDED TO THE GROUND RING WITH A #2 AWG SOLID Expires 11/30/23 BUS BAR EXISTING MAST �� f I TINNED COPPER CONDUCTOR AT AN INTERVAL NOT EXCEEDING 25 FEET. BONDS SHALL BE MADE AT EACH GATE POST AND ACROSS GATE OPENINGS. IT IS A"OLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ROUND MEMBER % t OM EXTERIOR UNIT BONDS: METALLIC OBJECTS, EXTERNAL TO OR MOUNTED TO THE BUILDING, SHALL BE BONDED TO ALTER THIS DOCUMENT. ADAPTER �� STAINLESS STEEL TO THE EXTERIOR GROUND RING. USING #2 TINNED SOLID COPPER WIRE HOSE CLAMP I #2 AWG STRANDED A&E PROJECT NUMBER STAINLESS STEEL COPPER GREEN O ICE BRIDGE SUPPORTS: EACH ICE BRIDGE LEG SHALL BE BONDED TO THE GROUND RING WITH #2 AWG BARE 159533.001 HOSE CLAMP (TOTALOF1) BUS BAR INSULATED (TYP) TINNED COPPER CONDUCTOR. PROVIDE EXOTHERMIC WELDS AT BOTH THE ICE BRIDGE LEG AND BURIED GROUND RING. DISH Wireless L.L.C. O DURING ALL DC POWER SYSTEM CHANGES INCLUDING DC SYSTEM CHANGE OUTS, RECTIFIER REPLACEMENTS PROJECT INFORMATION OR ADDITIONS, BREAKER DISTRIBUTION CHANGES, BATTERY ADDITIONS, BATTERY REPLACEMENTS AND NYNYCO2243B INSTALLATIONS OR CHANGES TO DC CONVERTER SYSTEMS IT SHALL BE REQUIRED THAT SERVICE CONTRACTORS VERIFY ALL DC POWER SYSTEMS ARE EQUIPPED WITH A MASTER DC SYSTEM RETURN GROUND REFERENCE GROUND BAR ORIENT, NY 1 1957 23300 MAIN ROAD ANTENNA GROUNDING CONDUCTOR FROM THE OC POWER SYSTEM COMMON RETURN BUS DIRECTLY CONNECTED TO THE CELL SITE BUSS BAR PLAN BUSS BAR ELEVATION ELEVATION OTOWER TOP COLLECTOR BUSS BAR IS TO BE MECHANICALLY BONDED TO PROPOSED ANTENNA MOUNT. SHEET TITLE REFER TO DISH Wireless L.L.C. GROUNDING NOTES. GROUNDING PLAN ANDNOTES SHEET NUMBER G-1.2 TYPICAL ANTENNA GROUNDING DETAIL NO SCALE 2 GROUNDING KEY NOTES NO SCALE 3 NOTES EQUIPMENT CABINET OMITTED FOR CLARITY d.sh Wireless- 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 PROPOSED GPS UNIT PROPOSED RRH (TYP OF 6) / AMERICAN 70WER° 10 PRESIDENTIAL WAY WO6URN,MA 01801 To PROPOSED 200AMPMETER SOCKET / { { I B+T GRP ®/ I` IIII I III (IIII I I TULSA,WIDE9 C� • _- - CiS=� _ _ _ _ _ PH: K 7411 0 \ / I PROPOSED ______\� POWER \ PROPOSED DISH Wireless L.L.C. DRAWN BY: CHECKED BY:APPROVED BY: PROPOSED PIPE COLUMN \ PROTECTIVE PROPOSED PIPE COLUMN 1 I I / SM KJG GLS CABINET \ I TWIN DIPLEXERS (TYP. OF 6) a a° (RESERVED 'r r0 \\ I RFDS REV #: 1.0 1 SPACE FOR I r O OADDITIONAL I!I (DISCONNECT I ) \ PROPOSED TELCO _ FIBER ENCLOSURE °II I 7I.t!III II klT,,1111 CONSTRUCTION = SAFETY _ TIREQUIRED TCH. IFI o IIII I 'y�l DOCUMENTS LIOLI 1 III #2 TINNED SOLID IN 1/2" MIN. QUID TIGHT CONDUITFROM 24' �I I/ LIQUID TIGHT CONDUIT FROM 24" SUBMITTALS _ BELOW GRADE TO WITHIN 3" TO 6" PROPOSED #2 AWG TIE ° II�� BELOW GRADE TO WITHIN 3"TO 6" REV DATE DESCRIPTION PROPOSED 2 AWG TIE LD--� °o °o (TYP) [� 3 -- °°$ — # o 0 0 0 0 — OF CAD—WELD TERMINATION POINT. INTO GROUND RING TYP OF CAD—WELD TERMINATION POINT. INTO GROUND RING (TYP) %o °oo\— ` EXPOSED END OF THE LIQUID TIGHT i� / \ �� EXPOSED END OF THE LIQUID TIGHT A 12/10/21 ISSUED FOR REVIEW i' CONDUIT MUST BE SEALED WITH / : \ CONDUIT MUST BE SEALED WITH _ _ _ - _ - _ _ SILICONE CAULK. NP �..t _ I'J, 1 SILICONE CAULK. (TYP) / \\ \ ( ) 0 2/22/22 ISSUED FOR CONSTRUCTION 1 6/10/22 ISSUED FOR CONSTRUCTION If If 2 6/15/22 ISSUED FOR CONSTRUCTION I PROPOSED GROUND RING //�PROPOSED GROUND RING 3 6/2/22 ISSUED FOR CONSTRUCTION 4 2/14/23 ISSUED FOR CONSTRUCTION BOND EQUIPMENT GROUND BAR TO BOND EQUIPMENT GROUND BAR TO 5 2/16/23 ISSUED FOR CONSTRUCTION GROUNDING ELECTRODE SYSTEM (TYP) GROUNDING ELECTRODE SYSTEM (NP) BACK ELEVATION BACK ELEVATION of NEW H-FRAME GROUNDING DETAIL NO SCALE H-FRAME GROUNDING DETAIL NO SCALE 4 xom NOTES p`90FESSIpNP\• #2 TINNED SOLID IN 3/4" MIN. LIQUID 2�1��23 TIGHT CONDUIT FROM 24" BELOW GRADE CABLE GROUNDING NOT REQUIRED WHEN PIPE TO WITHIN 3"TO 6" OF CAD—WELD ANTENNA IS LESS THAN 10' FROM CABINET POS ENGINEERING D.P.C. TERMINATION POINT. EXPOSED END OF // CERT. #: 0103685 THE LIQUID TIGHT CONDUIT MUST BE Expires 11/30/23 SEALED WITH SILICONE CAULK. R IS A VIOLATION OF LAW FOR ANY PERSON. GRADE PROPOSED GPS UNIT UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PROPOSED POST A&E PROJECT NUMBER #2 AWG GROUND CONDUCTOR TO GROUND I 159533.001 PROPOSED GPS UNIT '4 MOUNT OR APPROVED i PROPOSED PIPE CLAMPS DISH Wireless L.L.C. EQUIVALENT PROJECT INFORMATION NYNYCO2243B CADWEL (TYP) ) I I GROUND RING O O 23300 MAIN ROAD I I I I \ ORIENT, NY 11957 TIE INTO EXISTING SHEET TITLE GROUND RING U 0 GROUNDING DETAILS BASE CONNECTION � 1/2" COAX CABLE 8" ` PROPOSED GROUND RING MINIMUM BENDING RADIUS \ # 2 GROUND SHEET NUMBER PER CABLE MANUFACTURER'S \ SPECIFICATIONS '"TO GROUND G-2 TRANSITIONING GROUND DETAIL NO SCALE 5 TYPICAL GPS UNIT GROUNDING NO SCALE 6 OUTDOOR CABINET GROUNDING NO SCALE EXTERNAL CLOSED BARREL, FOR ALL BLACK HEAT CONDUCTOR INSULATION TO EXTERNAL INSPECTION WINDOW IN CLEAR HEAT CONDUCTOR INSULATION TO • TOOTHED EXTERIOR TWO-HOLE SHRINK UV BUTT UP AGAINST THE TOOTHED BARREL, REQUIRED FOR SHRINK BUTT UP AGAINST THE 1. EXOTHERMIC WELD (2) TWO, #2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUND CONNECTORS RATED CONNECTOR BARREL ALL INTERIOR TWO-HOLE CONNECTOR BARREL BAR. ROUTE CONDUCTORS TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC CONNECTORS WELD. 3/8" DIA x1 1/2" 3/8" DIA x1 1/2" d.sh 2. ALL EXTERIOR GROUNDING HARDWARE SHALL BE STAINLESS STEEL 3/8" DIAMETER OR LARGER. L HARDWARE BSTEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH ANANTI-OXIDANTCOMPOUND BEFOREMATINGS/S NUT S/S NUT wireless.. 3. FOR GROUND BOND TO STEEL ONLY: COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND 5701 SOUTH SANTA FE DRIVE BEFORE MATING. S/S LOCK S/S LOCK LITTLETON, CO 80120 WASHER WASHER 4. DO NOT INSTALL CABLE GROUNDING KIT AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR DOWN TO GROUNDING BUS. S/S FLAT S/S FLAT 1111 5. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND BAR AND BOLTED ON WASHER 1111 WASHER TINNED COPPER THE BACK SIDE. --- ------ TINNED COPPER ok --- ------- WASHER GROUNDING BAR GROUNDING BAR ___ __ 6. ALL GROUNDING PARTS AND EQUIPMENT TO BE SUPPLIED AND INSTALLED BY CONTRACTOR. S/S FLAT -- ----- S/S FLAT AIYI6RPRRESIDEENNTIAL WA R• 11111 R 1111111 10 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUND BAR AS WASHEWOBURN.MA 01801 REQUIRED. B. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8" OF THE BARREL (NO SHINERS). S/S BOLT S/S BOLTB+T GRP (1 OF 2) (1 OF 2) 1717 S.BOULDER SUITE 300 TULSA Dx 74119 PH:(91 5871630 s 1/16" MINIMUM SPACING 1/16" MINIMUM SPACING xwv�.Nry.rgm DRAWN BY: CHECKED BY:APPROVED BY: SM KJG GLS TYPICAL GROUNDING NOTES NO SCALE TYPICAL EXTERIOR TWO HOLE LUG NO SCALE 2 TYPICAL INTERIOR TWO HOLE LUG NO SCALE 3 RFDS REV #: 1.0 CONSTRUCTION DOCUMENTS SUBMITTALS NOTE: MINIMUM OF 3 THREADS S/S BOLT (TYP) REV DATE DESCRIPTION TO BE VISIBLE TYP S/S SPLIT WASHER (TYP) A 12/10/21 ISSUED FOR REVIEW 0 2/22/22 ISSUED FOR CONSTRUCTION S/S FLAT WASHER (TYP) 1 6/10/22 ISSUED FOR CONSTRUCTION 2 6/15/22 ISSUED FOR CONSTRUCTION 2 HOLE LONG BARREL 3 8/2/22 ISSUED FOR CONSTRUCTION TINNED SOLID COPPER 4 2/14/23 ISSUED FOR CONSTRUCTION LUG (NP) 5 1 2/16/23 1 ISSUED FOR CONSTRUCTION S/S FLAT WASHER (TYP) TIN COATED SOLID COPPER BUS BAR S/S NUT (TYP) CHERRY INSULATOR Of N E W y INSTALLED IF REQUIRED co @� 4. n LUG DETAIL NO SCALE4 NOT USED NO SCALE 5 NOT USED NO SCALE g 103685 pA�FESStO�P�, 2/160/23 PDS ENGINEERING D.P.C. CERT, #: 0103685 Expires 11/30/23 R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. A&E PROJECT NUMBER 159533.001 DISH Wireless L.L.C. PROJECT INFORMATION NYNYCO2243B 23300 MAIN ROAD ORIENT, NY 11957 SHEET TITLE GROUNDING DETAILS SHEET NUMBER G-3 NOT USED NO SCALE 7 j NOT USED NO SCALE $ NOT USED NO SCALE 9 LOW BANDS 926) AWS - (N2 HYBRID/DISCREET CABLES 3/4" TAPE WIDTHS WITH 3/4" SPACING OPTIONAL (N29) (N66+N70+H-BLOCK) � ORANGE PURPLE d .111*..s h ALPHA RRH BETA RRH GAMMA RRH • LOW-BAND RRH PORI 1 PORI 2 PORE 3 PORT 4 PORI 1 PORT 2 PORT 3 PORE 4 PORI 1 PORE 2 PORE 3 PORI 4 wireless.. (600 MHz N71 BASEBAND) + + SLANT -SLANT + SLAM -SLANf + SLANT - SLANT + SLANT - SLANf + SLANT - SLANT +SLANT -SLAM (850 MHz N26 BAND) + 5701 SOUTH SANTA FE DRIVE (700 MHz N29 BAND) - OPTIONAL PER MARKET LITTLETON, CO 80120 RED RED RED RED BLUE BLUE BWE. BWE GREEN GREEN GREEN GREEN CBRS TECH NEGATIVE SLANT PORT ADD FREQUENCY COLOR TO SECTOR BAND (CBRS WILL USE YELLOW BAND) (3 GHz) ON ANT/RRH -1 i::] ok ORANGE `ORANGE RED RED ORANGE ORANGE BWE BWE ORANGE ORANGE GREEN GREEN YELLOW WHITE 'Of{/J1GE ORANGE ORANGE ORANGE ORANGE ORANGE AM6R�CA1V 7 3` E 10 PRESIDENTIAL WAY WOBURN.MA 01801 - PORT - 0 - ORT r ALPHA SECTOR BETA SECTOR GAMMA SECTOR 3 B+T GRP 17175 BOULDER BUTTE 300 TULSA.OK7111B MID-BAND RRH I REDRED RED BLUE 'BWE 01E E JBGREEN i BLUE GREEN R:ryla7se7<u3o (AWS BANDS N66+N70)ADD FREQUENCY COLOR TO SECTOR BAND DRAWN BY: CHECKED BY:APPROVED BY: (CBRS WILL USE YELLOW BANDS) PURPLE RED RED PURPLE PURPLE PURPLE PURPLE GREENSM KJG GLS PURPLE PURPLE PURPLE H PURPLE n RFDS REV #: 1.0 COLOR IDENTIFIER 90 SCALE G CONSTRUCTION DOCUMENTS HYBRID/DISCREET CABLES EXAMPLE 1 EXAMPLE 2 RUMPLE 3 CANISTER SUBMITTALS COAX/1 COAX #2 INCLUDE SECTOR BANDS BEING SUPPORTED (ALPHA) (ALPHA) REV DATE DESCRIPTION ALONG WITH FREQUENCY BANDS A 12/10/21 ISSUED FOR REVIEW EXAMPLE 1 - HYBRID, OR DISCREET, SUPPORTS 0 2/22/22 ISSUED FOR CONSTRUCTION ALL SECTORS, BOTH LOW-BANDS AND RED RED RED RED MID-BANDS. BWE BWE 1 6/10/22 ISSUED FOR CONSTRUCTION EXAMPLE 2 — HYBRID, OR DISCREET. SUPPORTS GREEN GREEN RED 2 6/15/22 ISSUED FOR CONSTRUCTION CBRS ONLY. ALL SECTORS. 3 8/2/22 ISSUED FOR CONSTRUCTION EXAMPLE 3 — MAIN COAX WITH GROUND ORANGE YELLOW 4 2/14/23 ISSUED FOR CONSTRUCTION MOUNTED RRHs PURPLE 5 2/16/23 1 ISSUED FOR CONSTRUCTION FIBER JUMPERS TO RRHs LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH of N E W LOW-BAND HHR FIBER CABLES HAVE SECTOR aQ STRIPE ONLY. RED RED BLUE BLUE GREEN GREEN ��►� .i�`' �� O� ORANGE PURPLE ORANGE PURPLE ORANGE PURPLE POWER CABLES TO RRHs LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH LOW-BAND RRH POWER CABLES HAVE SECTOR STRIPE ONLY REp RED .BLUE BLUE GREEN GREEN n ` ` -ORANGE PURPLE ORANGE PURPLE ORANGE PURPLE I NOT USED NO SCALE 3 '03 pR�FESS40��\. RET MOTORS AT ANTENNAS ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 2 MID BAND LOW BAND MID BAND LOW BAND MID BAND LOW BAND 2/1�/�✓ RET CONTROL IS HANDLED BY THE MID-BAND RRH WHEN ONE SET OF RET PORTS EXIST ON IN IN IN IN IN IN PDS ENGINEERING O.P.C. CERT. #: 0103685 SEPARATE RET CABLES ARE USED WHEN RED RED BLUE ,_BWE GREEN JGREEN Expires 11/30/23 ANTENNA PORTS PROVIDE INPUTS FOR BOTH R IS A VIOLATION OF LAW FOR ANY PERSON, LOW AN MI AN UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, PURPLE ORANGE PURPLE ,ORANGE PURPLE TO ALTER THIS DOCUMENT. A&E PROJECT NUMBER MICROWAVE RADIO LINKS FORWARD AZIMUTH OF 0-120 DEGREES FORWARD AZIMUTH OF 120-240 DEGREES FORWARD AZIMUTH OF 240-359 DEGREES PRIMARY SECONDARY PRIMARY SECONDARY PRIMARY SECONDARY 159533.001 LINKS WILL HAVE A 1.5-2 INCH WHITE WRAP WITH THE AZIMUTH COLOR OVERLAPPING IN THE DISH Wireless L.L.C. MIDDLE. WHITE WHITE WHffE WHITE WHITE WHITE PROJECT INFORMATION ADD ADDITIONAL SECTOR COLOR BANDS FOR EACH ADDITIONAL MW RADIO. REO RED BLUE BLUE GREEN GREEN NYNYCO2243B MICROWAVE CABLES WILL REQUIRE P-TOUCH WHITE WHITE WHITE WHITE WHffE WHITE 23300 MAIN ROAD LABELS INSIDE THE CABINET TO IDENTIFY THE RED BLUE GREEN ORIENT, NY 11957 LOCAL AND REMOTE SITE ID's. WHITE WHITE WHITE SHEET TITLE RF CABLE COLOR CODES SHEET NUMBER RF-1 RF CABLE COLOR CODES NO SCALE NOT USED NO SCALE 4 AB ANCHOR BOLT IN INCH EXOTHERMIC CONNECTION ■ ABV ABOVE INT INTERIOR • MECHANICAL CONNECTION ■ AC ALTERNATING CURRENT LB(S) POUND(S) BUSS BAR INSULATOR - ADDL ADDITIONAL LF LINEAR FEET AFF ABOVE FINISHED FLOOR LTE LONG TERM EVOLUTION CHEMICAL ELECTROLYTIC GROUNDING SYSTEM e AFG ABOVE FINISHED GRADE MAS MASONRY d s h TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM OT AGL ABOVE GROUND LEVEL MAX MAXIMUM wireless AIC AMPERAGE INTERRUPTION CAPACITY MB MACHINE BOLT EXOTHERMIC WITH INSPECTION SLEEVE ALUM ALUMINUM MECH MECHANICAL 5701 SOUTH SANTA FE DRIVE GROUNDING BAR ALT ALTERNATE MFR MANUFACTURER LITTLETON, CO 80120 ANT ANTENNA MGB MASTER GROUND BAR GROUND ROD II� APPROX APPROXIMATE MIN MINIMUM TEST GROUND ROD WITH INSPECTION SLEEVE IIT ARCH ARCHITECTURAL MISC MISCELLANEOUS ,}, ATS AUTOMATIC TRANSFER SWITCH MTL METAL SINGLE POLE SWITCH `h AWG AMERICAN WIRE GAUGE MTS MANUAL TRANSFER SWITCH AIYIERfCA1V710WER' $ BATT BATTERY MW MICROWAVE 10 PRESIDENTIAL MA1 WAY BLDG BUILDING NEC NATIONAL ELECTRIC CODE DUPLEX RECEPTACLE BILK BLOCK NM NEWTON METERS B+T GRP BLKG BLOCKING NO. NUMBER nn S.BOULDER DUPLEX GFCI RECEPTACLE BM BEAM #/� NUMBER sul— lf TULSA Ox mi is r-----, BTC BARE TINNED COPPER CONDUCTOR NTS NOT TO SCALE FHbBm Tm 630 FLUORESCENT LIGHTING FIXTURE F I BOF BOTTOM OF FOOTING OC ON-CENTER (2) TWO LAMPS 48-T8 L-----J CAB CABINET DRAWN BY: CHECKED BY:APPROVED BY: OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION SD CANT CANTILEVERED OPNG OPENING SM KJG GLS SMOKE DETECTION (DC) CHIS CHARGING P/C PRECAST CONCRETE CLG CEILING RFDS REV #: 1.0 PCS PERSONAL COMMUNICATION SERVICES EMERGENCY LIGHTING (DC) CLR CLEAR PCU PRIMARY CONTROL UNIT COL COLUMN PRC PRIMARY RADIO CABINET CONSTRUCTION SECURITY LIGHT W/PHOTOCELL LITHONIA ALXW COMM COMMON PP POLARIZING PRESERVING DOCUMENTS LED—1—25A400/51 K—SR4-120—PE—DDBTXD CONC CONCRETE PSF POUNDS PER SQUARE FOOT CHAIN LINK FENCE x x x X CONSTR CONSTRUCTION PSI POUNDS PER SQUARE INCH SUBMITTALS DBL DOUBLE PT PRESSURE TREATED REV DATE DESCRIPTION WOOD/WROUGHT IRON FENCE zr ❑ ❑ ❑ ❑ ❑ DC DIRECT CURRENT WALL STRUCTURE DEPT DEPARTMENT PWR POWER CABINET A 21 ISSUED FOR REVIEW 2/22/ QTY QUANTITY 0 2/22/22 ISSUED FOR CONSTRUCTION LEASE AREA — — — — — — — — — — — — — DF DOUGLAS FIR DIA DIAMETER RAD RADIUS t 6/70/22 ISSUED FOR CONSTRUCTION PROPERTY LINE PL — — — — DIAG DIAGONAL RECT RECTIFIER 2 6/15/22 ISSUED FOR CONSTRUCTION ( ) REF REFERENCE SETBACKS DIM DIMENSION 3 B/2 ISSUED FOR CONSTRUCTION _________________________ REINF REINFORCEMENT a 2/14 /23 ISSUED FOR CONSTRUCTION DWG DRAWING REQ'D REQUIRED 5 2/16/23 ISSUED FOR CONSTRUCTION ICE BRIDGE OWL DOWEL RET REMOTE ELECTRIC TILT CABLE TRAY EC ELECTRICAL CONDUCTOR CH RF RADIO FREQUENCY RMC RIGID METALLIC CONDUIT of WATER LINE W W W W NE W EL. ELEVATION 1v ELEC ELECTRICAL RRH REMOTE RADIO HEAD UNDERGROUND POWER — UGP— UGP— UGP— UGP— UGP RRU REMOTE RADIO UNIT EMT ELECTRICAL METALLIC TUBING UNDERGROUND TELCO —UGT — UGT — UGT — UGT — UGT ENG ENGINEER RWY RACEWAY EQ EQUAL SCH SCHEDULE OVERHEAD POWER —OHP OHP OHP OHP— SHT SHEET EXP EXPANSION OVERHEAD TELCO OHT OHT DHT OHr EXT EXTERIOR SIAD SMART INTEGRATED ACCESS DEVICE EW EACH WAY SIM SIMILAR �,.. UNDERGROUND TELCO/POWER —UGT/P — UGT/P — UGT/P — UGT/P FAB FABRICATION SPEC SPECIFICATION ABOVE GROUND POWER AGP —AGP —AGP —AGP —AGP FF FINISH FLOOR 50 SQUARE FG FINISH GRADE SS STAINLESS STEEL 1036�� (6�� ABOVE GROUND TELCO —AGT —AGT —AGT —AGT —AGT STD STANDARD FIF FACILITY INTERFACE FRAME 1� ABOVE GROUND TELCO/POWER —AGT/P —AGT/P —AGT/P —AGT/P FIN FINISHED) SEL STEEL /q�EESSIQ�A� TEMP TEMPORARY X7'7 V WORKPOINT W.P. FLR FLOOR THK THICKNESS FDN FOUNDATION z/1(o/23 TMA TOWER MOUNTED AMPLIFIER SECTION REFERENCE xx FOC FACE OF CONCRETE TN TOE NAIL PDS ENGINEERING D.P.C. x-x FOM FACE OF MASONRY FOS FACE OF STUD TOA TOP OF ANTENNA M: 0103685 l /30/23 DETAIL REFERENCE xx TOC TOP OF CURB Expires TOF TOP OF FOUNDATION IT IS A VIOLATION OF LAW FOR ANY PERSON, X-% W AC 0 WALL UNLESS THEY ARE ACTING UNDER THE DIRECTION FS FINISH SURFACE LICENSED PROFESSIONAL ENGINEER, FT FOOT TOP TOP OF PLATE (PARAPET) OF A TO ALTER THIS DOCUMENT. FTG FOOTING TOS TOP OF STEEL TOW TOP OF WALL A&E PROJECT NUMBER GA GAUGE GEN GENERATOR TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION 159533.001 GFCI GROUND FAULT CIRCUIT INTERRUPTER TYP TYPICAL GLV GLUE LAMINATED BEAM UG UNDERGROUND DISH Wireless L.L.C.GLV GALVANIZED UL UNDERWRITERS LABORATORY PROJECT INFORMATION GPS GLOBAL POSITIONING SYSTEM UNO UNLESS NOTED OTHERWISE NYNYCO2243B GNO GROUND UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM 23300 MAIN ROAD GSM GLOBAL SYSTEM FOR MOBILE UPS UNITERRUPTIBLE POWER SYSTEM (OC POWER PLANT) ORIENT, NY 11957 HDG HOT DIPPED GALVANIZED VIF VERIFIED IN FIELD SHEET TITLE HDR HEADER W WIDE HGR HANGER W/ WITH LEGEND AND HVAC HEAT/VENTILATION/AIR CONDITIONING WD WOOD ABBREVIATIONS HT HEIGHT WP WEATHERPROOF SHEET NUMBER IGR INTERIOR GROUND RING WT WEIGHT GN-1 LEGEND ABBREVIATIONS SITE ACTIVITY REQUIREMENTS: GENERAL NOTES: • I. NOTICE TO PROCEED - NO WORK SHALL COMMENCE PRIOR TO CONTRACTOR RECEIVING A WRITTEN NOTICE TO PROCEED 1.FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: (NTP) AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE DISH Wireless CONTRACTOR:GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION TillL.L.C. AND TOWER OWNER NOC & THE DISH Wireless L.L.C. AND TOWER OWNER CONSTRUCTION MANAGER. 2. "LOOK UP" - DISH Wireless L.L.C. AND TOWER OWNER SAFETY CLIMB REQUIREMENT: CARRIER:DISH Wireless L.L.C. d .sh THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL STAGES TOWER OWNER:TOWER OWNER Wlre�eSS� OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION, MOUNT REINFORCEMENTS, AND/OR EQUIPMENT INSTALLATIONS SHALL 2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY 5701 SOUTH SANTA FE DRIVE NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS ASSUMED THAT THE LITTLETON, CO 80120 THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF THE WIRE ROPE FROM WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKPEOPLE WHO HAVE A WORKING KNOWLEDGE ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR, IMPACT TO THE OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS INTENDED USE. ANY COMPROMISED SAFETY CLIMB, INCLUDING EXISTING CONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED CONDITIONS MUST BE TAGGED OUT AND REPORTED TO YOUR DISH Wireless L.L.C. AND DISH Wireless L.L.C. AND TOWER OWNER POC STANDARD GOOD PRACTICE FOR MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. OR CALL THE NOC TO GENERATE A SAFETY CLIMB MAINTENANCE AND CONTRACTOR NOTICE TICKET. AMERfCA1V710WER• 3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF 0 PRESIDENTIAL WAY 3. PRIOR TO THE START OF CONSTRUCTION, ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED. THIS INCLUDES, BUT CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, WOBURN.MA 01801 IS NOT LIMITED TO, BUILDING, ELECTRICAL, MECHANICAL, FIRE, FLOOD ZONE, ENVIRONMENTAL, AND ZONING. AFTER ONSITE ACTIVITIES SEQUENCES, AND PROCEDURES. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY FOR PROTECTION OF LIFE AND AND CONSTRUCTION ARE COMPLETED, ALL REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING TO LOCAL PROPERTY DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, FORMWORK, SHORING, ETC. [if 3 g+T GRP JURISDICTIONAL REQUIREMENTS. SITE VISITS BY THE ENGINEER OR HIS REPRESENTATIVE WILL NOT INCLUDE INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL 1T1Ts.BOULDER OBSERVATION OF THE FINISHED STRUCTURE ONLY. suite aoo 4. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING PLANS, CLIMBING NLSAa Ta119 PH:(910)59T<G39 PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF 4. NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. ^9m-gym THE WORK CONTAINED HEREIN, AND SHALL MEET ANSI/ASSE A10.48 (LATEST EDITION); FEDERAL, STATE, AND LOCAL REGULATIONS; WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND/OR AS PROVIDED FOR IN DRAWN BY: CHECKED BY]APPROVED BY: AND ANY APPLICABLE INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL RIGGING THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES, AND SPECIFICATIONS, THE PLANS SHALL ADHERE TO ANSI/ASSE A10.48 (LATEST EDITION) AND DISH Wireless L.L.C. AND TOWER OWNER STANDARDS, INCLUDING GREATER, MORE STRICT REQUIREMENTS, SHALL GOVERN. IF FURTHER CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF SM KJG GLS THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION, TO CERTIFY THE SUPPORTING STRUCTURE(S) IN RECORD. RFDS REV #: 1.0 ACCORDANCE WITH ANSI/TIA-322 (LATEST EDITION). 5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO ASSIST 5. ALL SITE WORK TO COMPLY WITH DISH Wireless L.L.C. AND TOWER OWNER INSTALLATION STANDARDS FOR CONSTRUCTION IN THE FABRICATION AND/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCTION ACTIVITIES ON DISH Wireless L.L.C. AND TOWER OWNER TOWER SITE AND LATEST VERSION OF ANSI/TIA-1019-A-2012 "STANDARD FOR FIELD VERIFY THE DIMENSIONS, MEASUREMENTS, AND/OR CLEARANCES SHOWN IN THE CONSTRUCTION DRAWINGS PRIOR TO INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS." FABRICATION OR CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. IF IT IS DETERMINED THAT THERE ARE DOCUMENTS DISCREPANCIES AND/OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE POSSIBLE. SUBMITTALS AN ALTERNATIVE INSTALLATION FOR APPROVAL BY DISH Wireless L.L.C. AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH 6. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE REV DATE DESCRIPTION CHANGE OF INSTALLATION. EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY A 12/10/21 ISSUED FOR REVIEW 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CARRIER POC AND TOWER OWNER. 0 2/22/22 ISSUED FOR CONSTRUCTION AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, 7ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS 1 6/10/22 ISSUED FOR CONSTRUCTION , REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED z 6/1s/zz ssueo FOR CONSTRUCTION OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED 3 6/2/22 ISSUED FOR CONSTRUCTION ORDINANCES AND APPLICABLE REGULATIONS. OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, < 1 2/14/23 ISSUED FOR CONSTRUCTION 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS ORDINANCES AND APPLICABLE REGULATIONS. s 1 2/16/23 ISSUED FOR CONSTRUCTION UNLESS SPECIFICALLY STATED OTHERWISE. 8. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR 9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES INCLUDING PRIVATE LOCATES SERVICES PRIOR TO THE START NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. OF CONSTRUCTION. 9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS QF NEW y 10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE UNLESS SPECIFICALLY STATED OTHERWISE. P PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY 10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE CONTRACTOR. EXTREME CAUTION SHOULD E USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CARRIER AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH CHANGE co UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) OF INSTALLATION. FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E) CONSTRUCTION SAFETY PROCEDURES. 11. CONTRACTOR IS TO PERFORM A SITE INVESTIGATION, BEFORE SUBMITTING BIDS, TO DETERMINE THE BEST ROUTING OF ALL CONDUITS FOR POWER, AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN THE POWER, TELCO, AND GROUNDING PLAN r 11. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND DISH PROJECT SPECIFICATIONS, DRAWINGS. LATEST APPROVED REVISION. Z 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY 12. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH AT THE COMPLETION OF DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF DISH Wireless L.L.C. AND TOWER OWNER 103685 THE WORK. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS pA�FESSION�'� 13. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF DISH Wireless L.L.C. AND TOWER OWNER, AND/OR LOCAL UTILITIES. BASIS. PDS ENGINEERING D.P.C. 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE CERT. 111: 0103685 REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EQUIPMENT, ROOMS, AND SHELTERS. Expires 11/30/23 R IS A VIOLATION OF LAW FOR ANY PERSON, 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND TOWER AREAS. ENS UNLESS ATHEY cu EDACTINGPROFUNDER THE DIRECTION 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE TO ALTER THIS DOCUMENT. APPLICATION. A&E PROJECT NUMBER 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR 159533.001 DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE CONSTRUCTION DRAWINGS AND/OR PROJECT SPECIFICATIONS. DISH Wireless L.L.C. PROJECT INFORMATION 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF NYNYCO2243B REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY 23300 MAIN ROAD DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. ORIENT, NY 11957 20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS SHEET TITLE REMOVED FROM THE EXISTING FACILITY. ANTENNAS AND RADIOS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED GENERAL NOTES LOCATION. 21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY SHEET NUMBER BASIS. 22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT GN-2 BE PLACED IN ANY FILL OR EMBANKMENT. CONCRETE. FOUNDATIONS, AND REINFORCING STEEL: 16. ELECTRICAL METALLIC TUBING (EMT) OR METAL-CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. • 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE DESIGN 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90s AND ALL APPROVED ABOVE AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. GRADE PVC CONDUIT. 2. UNLESS NOTED OTHERWISE, SOIL BEARING PRESSURE USED FOR DESIGN OF SLABS AND FOUNDATIONS IS ASSUMED TO BE 1000 18. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION psf. OCCURS OR FLEXIBILITY IS NEEDED. d.,.sh 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 3000 psi AT 28 DAYS, UNLESS NOTED OTHERWISE. NO 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED. SET wireless. MORE THAN 90 MINUTES SHALL ELAPSE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS APPROVED BY THE ENGINEER OF RECORD. SCREW FITTINGS ARE NOT ACCEPTABLE. RIVE D TA FE 5701 SOUTH SAN TEMPERATURE OF CONCRETE SHALL NOT EXCEED 90'f AT TIME OF PLACEMENT. LITTLETN 80E D 4. CONCRETE EXPOSED TO FREEZE-THAW CYCLES SHALL CONTAIN AIR ENTRAINING ADMIXTURES. AMOUNT OF AIR ENTRAINMENT TO BE 20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND THE BASED ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE TYPE II PORTLAND CEMENT WITH A NEC. MAXIMUM WATER-TO-CEMENT RATIO (W/C) OF 0.45. 21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS 5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185. ALL (WIREMOLD SPECMATE WIREWAY). A& SPLICES SHALL BE CLASS "B" TENSION SPLICES, UNLESS NOTED OTHERWISE. ALL HOOKS SHALL BE STANDARD 90 DEGREE HOOKS, 22. SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PANDUIT TYPE E OR EQUAL). /aIYIGR�CANTDvvmt 10 PRESIDENTIAL WAY UNLESS NOTED OTHERWISE. YIELD STRENGTH (Fy) OF STANDARD DEFORMED BARS ARE AS FOLLOWS: 23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED STRAPS AND HANGERS. EXPLOSIVE WOBURN.MA 01801 #4 BARS AND SMALLER 40 ksi DEVICES (i.e. POWDER-ACTUATED) FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES IN DIRECTION TO fB+T GRP #5 BARS AND LARGER 60 ksi ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE 171]S.BCULOER BUTTE 300 MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR TU A.OK 74119 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON Hµ(910)00]-0030 OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO PREVENT CONCRETE, PLASTER OR DIRT DRAWINGS: FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED DRAWN BY: CHECKED BY:APPROVED BY: • CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. • CONCRETE EXPOSED TO EARTH OR WEATHER: 24. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET SM KJG GLS STEEL. SHALL MEET OR EXCEED UL 50 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND NEMA 3 (OR BETTER) FOR RFDS REV #: 1.0 • #6 BARS AND LARGER 2" EXTERIOR LOCATIONS. • #5 BARS AND SMALLER 1-1/2" 25. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED OR NON-CORRODING; SHALL MEET OR CONSTRUCTION • CONCRETE NOT EXPOSED TO EARTH OR WEATHER: EXCEED UL 514A AND NEMA OS 1 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR DOCUMENTS BETTER) FOR EXTERIOR LOCATIONS. • SLAB AND WALLS 3/4" 26. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 (NEWEST REVISION) AND BE RATED SUBMITTALS • BEAMS AND COLUMNS 1-1/2" NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. REV DATE DESCRIPTION A 12/10/21 ISSUED FOR REVIEW 7. A TOOLED EDGE OR A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED OTHERWISE, 27. THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR DISH Wireless L.L.C. AND 0 2/22/22 ISSUED FOR CONSTRUCTION IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. TOWER OWNER BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 6/10/22 ISSUED FOR CONSTRUCTION 28. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE 2 6/15/22 ISSUED FOR CONSTRUCTION ELECTRICAL INSTALLATION NOTES: WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. 3 8/2/22 ISSUED FOR CONSTRUCTION 29. INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW "DISH Wireless L.L.C.". 4 2/14/23 ISSUED FOR CONSTRUCTION 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE 5 2/16/23 ISSUED FOR CONSTRUCTION FEDERAL, STATE, AND LOCAL CODES/ORDINANCES. 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED AND TRIP HAZARDS ARE ELIMINATED. �! O� NFW Y 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. o�V 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. 4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REQUIREMENT OF c Q THE NATIONAL ELECTRICAL CODE. 4.2. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 22,000 AIC MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PRE THE GOVERNING JURISDICTION. 5. EACH END OF EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR, AND TELCO CONDUCTOR OR CABLE SHALL BE a 103686 LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2" PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR A� EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA. pR�FESSIO� 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE 2-11612-3 CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (i.e. PANEL BOARD AND CIRCUIT ID'S). PDS ENGINEERING D.P.C. CERT. #: 0103685 7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. Expires 11/30/23 IT IS A VIOLATION OF LAW FOR ANY PERSON, 8. TIE WRAPS ARE NOT ALLOWED. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR (#14 OR LARGER) TO ALTER THIS DOCUMENT. WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. A&E PROJECT NUMBER 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (#6 OR LARGER) WITH 159533.001 TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. DISH Wireless L.L.C. 11. POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI-CONDUCTOR, TYPE SOOW CORD (#14 OR LARGER) UNLESS PROJECT INFORMATION OTHERWISE I IED. NYNYCO2243B 12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE (#14 OR LARGER), WITH 23300 MAIN ROAD TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. ORIENT, NY 11957 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND SHEET TITLE BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75' C (90' C IF AVAILABLE). 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND GENERAL NOTES NEC. SHEET NUMBER 15. ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT (RMC) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. GN-3 GROUNDING NOTES: - 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GESSTRUCTURAL STEEL NOTES: S) SHALL � BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 1. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND • 2. THE CONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR ERECTION OF STRUCTURAL STEEL FOR BUILDINGS." GROUND ELECTRODE SYSTEMS, THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO 2. STRUCTURAL STEEL ROLLED SHAPES, PLATES AND BARS SHALL CONFORM TO THE FOLLOWING ASTM DESIGNATIONS: d.sh ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. �nnreleSS- 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO A. ASTM A-572, GRADE 50 - ALL W SHAPES, UNLESS NOTED OR A992 OTHERWISE 5701 SOUTH SANTA FE DRIVE PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE TESTING RESULTS. B. ASTM A-36 - ALL OTHER ROLLED SHAPES, PLATES AND BARS UNLESS NOTED OTHERWISE. LITTLETON, CO 80120 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY C. ASTM A-500, GRADE B - HSS SECTION (SQUARE, RECTANGULAR, AND ROUND) BONDING ACROSS THE DISCONTINUITY WITH #6 COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS D. ASTM A-325, TYPE SC OR N - ALL BOLTS FOR CONNECTING STRUCTURAL MEMBERS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. E. ASTM F-1554 07 - ALL ANCHOR BOLTS, UNLESS NOTED OTHERWISE AIVlERICAN710Nf6R• 10 PRESIDENTIAL WAY 6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL 3. ALL EXPOSED STRUCTURAL STEEL MEMBERS SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION PER ASTM A123. EXPOSED WORURN,MA 01801 EQUIPMENT GROUND WIRES, #6 STRANDED COPPER OR LARGER FOR INDOOR BTS; #2 BARE SOLID TINNED COPPER FOR OUTDOOR BTS. STEEL HARDWARE AND ANCHOR BOLTS SHALL BE GALVANIZED PER ASTM A153 OR B695. B+T GRP 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE 4. ALL FIELD CUT SURFACES, FIELD DRILLED HOLES AND GROUND SURFACES WHERE EXISTING PAINT OR GALVANIZATION REMOVAL WAS 171T s.eouLDeR OF THE GROUND BUS ARE PERMITTED. REQUIRED SHALL BE REPAIRED WITH (2) BRUSHED COATS OF ZRC GALVILITE COLD GALVANIZING COMPOUND PER ASTM A780 AND sulTesoo TULiA ax r<119 MANUFACTURER'S RECOMMENDATIONS. RH:19191 seTsso 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 SOLID TINNED rvx°a"'mm COPPER UNLESS OTHERWISE INDICATED. 5. DO NOT DRILL HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN AND DETAILED ON STRUCTURAL DRAWINGS. DRAWN BY: CHECKED BY:APPROVED BY: 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 6. CONNECTIONS: SM KJG GLS 10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45• BENDS CAN BE ADEQUATELY A. ALL WELDING TO BE PERFORMED BY AWS CERTIFIED WELDERS AND CONDUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE RFDS REV #: 1.D SUPPORTED. AWS WELDING CODE D1.1. 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. B. ALL WELDS SHALL BE INSPECTED VISUALLY. 25% OF WELDS SHALL BE INSPECTED WITH DYE PENETRANT OR MAGNETIC PARTICLE TO CONSTRUCTION 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. MEET THE ACCEPTANCE CRITERIA OF AWS D1.1. REPAIR ALL WELDS AS NECESSARY. DOCUMENTS 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. C. INSPECTION SHALL BE PERFORMED BY AN AWS CERTIFIED WELD INSPECTOR. SUBMITTALS 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND D. IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE BURNING/WELDING PERMITS AS REQUIRED BY LOCAL GOVERNING AUTHORITY REV DATE DESCRIPTION BAR. AND IF REQUIRED SHALL HAVE FIRE DEPARTMENT DETAIL FOR ANY WELDING ACTIVITY. A 12/10/21 ISSUED FOR REVIEW 15. APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND D 2/22/22 ISSUED FOR CONSTRUCTION CONNECTIONS. E. ALL ELECTRODES TO BE LOW HYDROGEN, MATCHING FILLER METAL, PER AWS 01.1, UNLESS NOTED OTHERWISE. 1 6/10/22 ISSUED FOR CONSTRUCTION 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. F. MINIMUM WELD SIZE TO BE 0.1875 INCH FILLET WELDS, UNLESS NOTED OTHERWISE. 2 6/15/22 ISSUED FOR CONSrRUCTION 3 8/2/22 ISSUED FOR CONSTRUCTION 17. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND G. PRIOR TO FIELD WELDING GALVANIZING MATERIAL, CONTRACTOR SHALL GRIND OFF GALVANIZING 1/z"BEYOND ALL FIELD WELD SURFACES. 4 2/1 a/23 SSUED FOR CONSTRUCTION RING, IN ACCORDANCE WITH THE NEC. AFTER WELD AND WELD INSPECTION IS COMPLETE, REPAIR ALL GROUND AND WELDED SURFACES WITH ZRC GALVILITE COLD GALVANIZING s 2/1s/z3 SSUED FOR CONSTRUCTION 18. BOND ALL METALLIC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND COMPOUND PER ASTM A780 AND MANUFACTURERS RECOMMENDATIONS. CONDUCTOR. H. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE REQUIRED DURING CONSTRUCTION UNTIL ALL 19. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED CONNECTIONS ARE COMPLETE. Of NEW THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR I. ANY FIELD CHANGES OR SUBSTITUTIONS SHALL HAVE PRIOR APPROVAL FROM THE ENGINEER, AND DISH WIRELESS L.L.C. PROJECT SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL MANAGER IN WRITING ° ' .�41?t is Q CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE 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. 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 POINT. THE EXPOSED END OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). r'S 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 THE EXISTING GROUNDING 103685 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, LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE pR�FESSI��A� (FERROUS OR NONFERROUS METAL PIPING ONLY). DO NOT ATTACH GROUNDING TO FIRE SPRINKLER SYSTEM PIPES. PDS ENGINEERINGG-D.P.C. CERT. #: 0103685 Expires 11/30/23 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. A&E PROJECT NUMBER 159533.001 DISH Wireless L.L.C. PROJECT INFORMATION NYNYCO22438 23300 MAIN ROAD ORIENT, NY 11957 SHEET TITLE GENERAL NOTES SHEET NUMBER GN-4