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HomeMy WebLinkAbout49038-Z guF 1 � Town of Southold 10/20/2023 P.O.Box 1179 o • 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44669 Date: 10/20/2023 THIS CERTIFIES that the building WIRELESS COMMUNICATION SYSTEMS Location of Property: 9245 Route 25, East Marion SCTM#: 473889 Sec/Block/Lot: 31.-3-11.31 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/2/2023 pursuant to which Building Permit No. 49038 dated 3/20/2023 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: upgrades for Dish Wireless to existing co-location wireless telecommunication tower, including 3 antennas,ancillary tower and ground equipment as applied for. The certificate is issued to East Marion Fire District of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49038 8/22/2023 PLUMBERS CERTIFICATION DATED A ri e Signature SUF TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE oy • ���� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49038 Date: 3/20/2023 Permission is hereby granted to: East Marion Fire District PO BOX 131 East Marion, NY 11939 To: Install upgrades (Dish Wireless) to an existing co-location wireless telecommunication tower to include the installation of 3 antennas, ancillary tower and ground equipment as applied for per Planning approval. Additional certification will be required. At premises located at: 9245 Route 25, East Marion SCTM #473889 Sec/Block/Lot# 31.-3-11.31 Pursuant to application dated 2/2/2023 and approved by the Building Inspector. To expire on 9/18/2024. Fees: - WIRELESS COMMUNICATIONS-MODIFICATIONS $500.00 CERTIFICATE OF OCCUPANCY $50.00 Total: $550.00 Building Inspector so�ryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 aQ Jamesh _southoldtownny.gov Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: DISH NYNYCO2242A Address: 9425 Main Road city:East Marion st: New York zip: Building Permit#: 49038 Section: 3 Block: 11 Lot: 31 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Charles Hoyler ElectricE Electrician: Charles Hoyler License No: ME-54011 SITE DETAILS Office Use Only Residential Indoor Basement Service Commerical X Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Surrey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 200 A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency StrobeHeat Detectors Disconnect Switches 4'LED Exit Fixtures Sump Pump Other Equipment: 1 200amp meter pan, 1 200amp main breaker panel with 200amp breaker for genera. with interlock, 2 15 amp single pole breakers, 4 30 amp double pole breakers Notes: WIRELESS CELL TOWER Inspector Signature: Date: August 22, 2023 9425 main rd ` �aIF SOGTyo u / o lqA38 * # TOWN OF SOUTHOLD BUILDING DEPT. `yco631-765-1802 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 k rt l e:� m der zhi- pat461 DATE �� INSPECTOR OE SOUIyOIo TOWN OF SOUTHOLD BUILDING DEPT. ^ou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/ AULKING [ ] FRAMING /STRAPPING FINAL 6016 Pis [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: loAt I _ �i (Ylv>xo DATE �' �J 'h`�y INSPECTOR 4-� 0-3$ OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex OF SOU P.O.Box 1179 54375 State Route 25 O�� TyOI Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Q Southold, NY Telephone: 631 765-1938 www.southoldtow-nny.gov couff N' PLANNING BOARD OFFICE TOWN OF SOUTHOLD EMEVE MEMORANDUM OCT 2 0 2023 TOWN IF 1�71171P I To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director Date: October 19, 2023 Re: Planning Department Report Wireless Collocation DISH Wireless'@ East Marion Fire District 9245 Main Road (Route 25), East Marion SCTM#1000-31.-3-11.31 The Planning Board has found that the requirements of the above-referenced DISH Wireless Collocation have been completed based on the site inspection made October 13, 202.3. The improvements are in compliance with the General Requirements of§280- 70 and the Planning Department report dated March 16, 2023; therefore, we recommend a Certificate of Occupancy be issued for this application. Thank you for your cooperation. E III�J"^ E 1800 Route 34,Suite 101 T�Vn New Jersey 07719 1: P AJak V jS 7 732.312.9800 F:732.312.9801 OG,T fpaengineers.com FRENCH & PARRELLO - 4 �� ASSOCIATES 131111din o Sh Qoutoldt Town August 7, 2023 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 (631)765-1802 RE: Verification of Construction Dish wireless Site NYNYCO2242A 9245 Main Road East Marion, NY 11939 FPA No. 2438h.001.071 To Whom It May Concern: As per your request, French & Parrello Associates (FPA) has reviewed the post construction photos for the above referenced project to verify that the proposed modifications were constructed in accordance with the construction drawings prepared by our office last revised September 29, 2022. Based on our review, the installation has been constructed in general conformance with the above referenced plans. Should you have any questions or comments, please do not hesitate to contact us. Respec itted, FRE ts�A r ASSOCIATES, P.A. NFO 07 612 = Peter { President NY Professiona Engineering License No. 79612 ENGINEERING AND CONSULTING SINCE 1974 FIELD INSPECTION REPORT DATE COMMENTS b FOUNDATION (1ST) y ------------------------------------ C FOUNDATION(2ND) v' z � o ROUGH FRAMING& W PLUMBING 1 1 r„ INSULATION PER N.Y. STATE ENERGY CODE I 3L rev � 0 ' T FINAL Y� i ADDITIONAL COMMENTS (o it 0 23 re-e v v' b H O z H x d b H FFOIq� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631)765-9502 h!Ws://www.southoldtownu.ao Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only F E g 0 211' Do J PERMIT NO. D PBuilding Inspector: BUMNOWIT .Applications,and.forms must be filled out in'their entirety.Incomplete' applications will not be accepted::-Where the Applicant isnot the owner;an, . Owners Authorization,form(Page 2);shalt be`completed. Date:OWNER(S);OF PROPERTY:.. Name:East Marion Fire District Pa"1000- 0 Project Address:9245 Main Road East Marion, NY 11939 Phone#:631-477-0163 7TM-;711 Mailing Address: e` V O C 1 Q 3� CONTACT PERSON: . . Name:Derek Picinic Mailing Address:695 Route 46 W Suite 300, Fairfield, NJ 07004 Phone#:551-655-7086 Email:dpicinic@inRange-Ilc.com DESIGN PROFESSIONAL INFORMATION: Name:FRENCH & PARELLO ASSOC. Mailing Address:1800 RT 34 SUITE 101 WALL, NJ 07719 Phone#:732-312-9800 Email: CONTRACTOR-INFORMATION:-: Name:JA LEE Mailing Address:31 Styertowne Rd Clifton NJ 07012 Phone#:631.278.8345 Email:dpagan@alee.us DESCRIPTION OF PROPOSED CONSTRUCTION' ❑New Structure MAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: [i]otherAdd(3)Antennas,(6)RRH(1)OVP and one Hybrid to existing tower $33,000 Will the lot be re-graded? ❑Yes IRNo Will excess fill be removed from premises? ❑Yes BNo 1 PROPERTY-INFORMATION Existing use of property:Cell Tower Intended use of property:Cell Tower Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes B,No IF YES,PROVIDE A COPY. B;,Check Box After Reading:. The owner/wntractor/design professioriabls responsible for all drainage and storm water Issues as propided 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 lnspectors on premises and'in building(s)for necessary Inspectlons.False statements made,herein are punishable as a Gass A misdemeanor pursuant to Section 210A5 of the New York'State Penal Law. Application Submitted By(print name):Derek Picinic (]Authorized Agent ❑Owner Signature of Applicant: c Date: STATE OF NEW YORK) SS: COUNTY OF ) DEREK PICI N IC AGENT being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the AGENT OBO CROWN CASTLE DISH NETWORK LLC (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of �'h o ,202Q, Notary Public, :17EVIN W.WEBSTER Notary P.%iblio, State of New York PROPERTY OWNER AUTHORIZATION No. 01WE6365673 Where thea licant is not the owner Qualified in Suffolk Coun� PP )Gommi$Won Expires Oct. 10 —residingat -r_ P-)An-add1 do hereby authorize DEREK PICINIC AGENT to apply on my behal o the T n o old Buildipg Department for approval as described herein. Owner's Signaturb Date Print Owner's Name 2 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex q S0 P.O.Box 1179 54375 State Route 25 O�� y�l Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Q Southold NY Telephone: 631 765-1938 www.southoldtownny.gov 0 • �Q �y"OUNTY,� . �� rl' . PLANNING BOARD OFFICE �� �iMAR 16 2023 TOWN OF SOUTHOLD t Z/-2 �� MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director(-) Date: March 16, 2023 Re: Planning Department Report Wireless Collocation DISH Wireless @ East Marion Fire District 9245 Main Road.(Route 25), East Marion SCTM#1 000-31A-11.31 The Planning Department has conducted a review of the proposed collocation pursuant to §280-74 B (2) and has received a report from our Wireless Technical Consultant, CityScape, Inc. (see attached report). The proposed DISH Wireless collocation is in compliance with the General Requirements of§280-70. In addition, this proposed collocation complies with§280-71 (A)(2)(b) as it causes essentially no visible change to the exterior and the base station equipment conforms with §280-71(A)(2)(a)[2]. The proposed antenna will be mounted around the interior mast of the unipole and behind a cover, the cables will also be inside the pole shaft, so no equipment will be visible from the outside of the tower. Ground equipment will be placed inside an existing fenced in equipment compound that is well screened with evergreen trees. The screening was verified via aerials and a site visit conducted by Planning Department staff on March 8, 2023. Therefore, we recommend a Building Permit be issued for this application as soon as possible to meet the Federal shot clock for approvals of wireless facilities. Laserfiche File: Planning Department/Applications/Site Plans (SP)/Pre- submission/1000-31.-3-11.31 Thank you for your cooperation. o��s�FfO(��OG BUILDING DEPARTMENT-Electrical Inspector CD W z TOWN OF SOUTHOLD oy • V Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 9 �` Telephone(631)765-1802 Temporary Certificate # 1'485'- Date 1 2023 Customer Name aLg ;TAIJ 4,p 324 A Electrician Name Address a Phone 3 I .(t - 9 e-mail - le h e a ow% e-mail ,h a CZ) ha 1 C 1R e. iL . e- Phone License# !M e,, I Size cROO A Phase 1 Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole P Fire Reconnect Was work done on Service? Y Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days fr a date above. Authorized by �aS�FI OtA, BUILDING DEPARTMENT- Electrical Inspector O G TOWN OF SOUTHOLD N = Town Hall Annex - 54375 Main Road - PO Box 1179 ^T ' Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9582 rogerr(cDsoutholdtownny.gov -.seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 6/7/23 Company Name: Charles J. Hoyler Electrical Contractor, Inc. Electrician's Name: Charles J. Hoyler IV l License No.: ME-54011 Elec. email: info@hoylerelectric.com Elec. Phone No 631-669-261-9 - EI-request an-email copy of Certificate of Compliance Elec. Address.: 122.West Main St. Babylon, NY 11702 JOB SITE INFORMATION (All Information Required) Name: DISH NYNYCO2242A Address: 9425 Main Rd. East Marion, NY Cross Street: Phone No.: 631-669-2619 Bldg.Permit#: 49038 . . email:jamie@hoylerelectric.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New meter enclosure and copper feeder Square Footage: 1<500 Circie All That Apply: Is job ready for inspection?: ❑ YES R] NO 0 Rough In ,�$s❑ Final Do you need a Temp Certificate?: Z YES ❑ NO Issued On em� Temp Information: (All information required) Service Size -11 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# R-1 New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals ✓ 1 2 ✓ H Frame Pole Work done on Service? Y ✓ N Additional Information: PAYMENT DUE WITH APPLICATION 14 l23 PLZId r c. c4- 104-Me �r � �fRo38 r�rtr. OSufFO( BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD -` Town Hall Annex - 54375 Main Road - PO Box 1179 GO ` Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (63.1) 765-95Q2 rogerr(cDsoutholdtownny qov — seandRsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali Information Required) Date: 6/7/23 Company Name: Charles J. Hoyler Electrical Contractor, Inc. Electrician's Name: Charles J. Hoyler IV License No.: ME-54011 Elec. email:info@hoylerelectric.com Elec. Phone No: 631-669-2619 ElI request an email copy of Certificate of Compliance Elec. Address.: 122 West Main St. Babylon, NY 11702 JOB SITE INFORMATION (All Information Required) Name: DISH NYNYCO2242A Address: 9425 Main Rd. East Marion, NY oct M Cross Street: Phone No.: 631-669-2619 Bldg.Permit#: 49038 email:jamie@hoylerelectric.com Tax Map District: 1000 Section: 13 Block: I Lot: BRIEF, DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New meter enclosure and copper feeder Square Footage: I <5oo Ciri;ie All That Apply: Is job ready for inspection?: ❑ YES D NO ❑Rough In ,�gs❑ Final Do you need a Temp Certificate?:. Lr J YES ❑ NO Issued On e-mQ� Temp Information: (All information required) Service Size FS/11 PhF—]3 Ph Size: 200 A # Meters 1 Old Meter# Fill New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals ✓ 1 2 ✓ H Frame M Pole Work done on Service? Y ✓ N Additional Information: PAYMENT DUE WITH APPLICATION (14 23 PCLId f L C4- 104-7q(o IS S/ 40 p� JO Warkecs' CERT IFICAITE OF INSUEANICE COVERAGE Elgov ya� f3oaFd DISAEFUT,Y AND PAID,FAMILY LEAVE BENEM, Se LAW JPAU L To be eaciapfef ed bvr Wsabiil4 and Md,Family Leser Ben,efts Carrier or Ucensed tnsuirmm Agent of t kat Carrier, 'flat.Legail Name&Addhesm mfr heu,ue d((am street ad dffess emir) 'th.aLrsimess Tef4 ome Mum their of bmredl J.A. LEE ELECTRIC SERVICES LLC 23-30 50TH AVE 6312434706 LONG ISLAND CITY, NY 11101 ,XWboUncalan, mfflmswrtedi(i<7nl�requii adi6¢ni�eragaTssesifiaall�l!raaitedie® '&FediarrailBmnobjerlldwniff¢atibnlNlumberrofrlhmvedl �i�Ihratfwsirn N rwi l brk S W Fie„W�1>a F bii¢jo) or Mall Secwm�y iNMumi6er Town of Southold 47-3963870 Z,INlame amdl Adldhess afr EinfitV Re Wesfimg IPlmd elft G'orrerage Sm.Name aff Ihs+urameVe Camriierr (PaUy Mmg Listed astiheCettufrr fNbfffir)) Standard Security Life Insurance Company of New York Town of Southold 53095 Route 25 aL.IPd6iWWmrlmerrafrBr LV Listed in, B='"1a?` P O Box 1179 R14044-003 Southold, NY 11971 3MfPd14a7mmGige periiodl 9/18/2015 to 11/27/2023 4.. pdiicy�Iprtmtaidasthe fd1inuningbemefiisc: ® A.&th disabilik and(paid fami1V Ileame bwe fi Ls. ® 5L.niimibillty/ibereifis,aniy�- ® a Paid f ff,fIvj liame,!benefits amiV �.. 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(I.®— I AddRional InstrucUons for Form, DB420.1 Sy signing this fun%the in UIMM-,-Carrier idlenfified In Box 3 an this form is certifykig that It is knsudng the blusitless referenced fnbGx"Idtfor, d5sablityand0lar paid Liam&y beneffitsurder the New York State Dlisalbifity/and Paidl Famil� Leave Seniefts Law.The Frisuirance Can eratrits licensed agent will senidthis Ger5ficale,of Ensura ace tathe entity/listed as the certificate holder, in, Bax 2- The i nsur ance carrier must neffily the above certificate holder and the War,kere Cam,pensatfin in Board%MR 110 d*s F a policy its cancelled due to nampay m enk of premiums or wdhTn; 30 days EF there are masons at her than munpayment of prannitm is that cancel the peficy or, efinninate,the insur ed from cover,age Mcatedl an Nis CeAfficate-(Uhl ese r rahces my be senut by regtuftr mail-)Ot herwAsefl this Cefflicate is valid ibr one year, after,Ns farr in is approved by/the irts u1nance carner or, Its Licensed agent,,or, until the paricy expration data r1sted n Box 3c,w hikhever is earlier T InTs ceitflicate,is i'ssuedl as a matter, of iinform atib in onfly acrd confers no rights upon the cedfidate hddeL This certificate dbes nota m e nid,,eAe ad or, after,the c average a Iffior di ad by the po Rcy/I'istedl,nor dices it ce Mar any dots or r espensi hi D tes beyn nd these contained inn the re pdlicy. This cad fficate may/be used as evidence of a Disabiffty andl/or, Paidl FarruTy Leave Benefits cointract of iris tirance m*, whilie the underkirtg pokey/is inn et 1L Please Note:Upon the cancellation,of the disability andfar paid fandly leave benefits policy indicated on this fbrrm if the business continues to be named an a perm!%license or contract issued,by a certiffcate holder,the business must provide that cerdficate holder with a new Certificate of NYS Disability ancUlar Paid Family Leave Benefits Coverage or other authodked proof that the business is complying with the mandatory coverage requirements of the New York State Diisabffffty and Paid FamUy Leave HennefUs Law - DBABILU Y AND PAID FAMILY LEAVE HENEFITS LAW §220.Subd.8 (a)) Tj he headl of a state or, m u rdici pat de;nedin e at,boar dl,co,m m ission or affi ice author izedl Gir mq iwi r,ed by/lbwi ta issue any penmitfor arn canjectionwith any/ iimetheemptoymen,tof em ployees In emjpkWmw,tais d6fined in this art is and not wAthstandinig any general or speciall statute mquking or aut haraf ng the issue of suc hi peroi niiks,,s haill mat iss twe such perm ift unless proof duly,diuly, swbswbed byan, in,suria ace carder is produced In afism satisfactaffyto the chair,,that the payment of drisability/beneffits and]atter JartuaWfirst,Wm thousand and'time nty/-an,en the:pay m ent of fa imlyl lea be m1afil ts for afll e m p1byees has(been secured as pawAdled by this ardd1e-Wthitig herein„however,,shall be canstr uled as creating any Babiflity an the par,t aff such state or, m winicipall deportment„board,,w miamissimn,i or of,ffice to pay any disability(benefits to any suach em#ayee If so e mpldye& ((b))The head]of a state or mul miciol depart m ent,board,,commission ar office auffjadted or uequkedi by 1�tD ente ri ikft) any contract far, or in cart nectian wth any wvk irimm Ming the emiptaymemt:of emptayees in e m ployment as&.fin edl in this addL-and noWfttandling any ge neffail ar-sped,i2il statute requiriing or aulthoidEding any such cianbraa,shall mat enAmr into any such contract u nitess proof defy subswbed lay am Finsur ance carder Is produced Tarn a form i sabsbctory to t the chmr,,that t he payme nt of dlisabifity,benefts and atter Jan,u,aryl f ikst,two thousand eiWjtbaen„the payment af fa im I�/leave efts for ri alll emobyees has been secured as prowfdMI by/this article. Client#:98338 JALEEE DATE(MM/DD/YYYY) ACORDTM CERTIFICATE OF LIABILITY INSURANCE 11/28/2022 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. 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 certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME CT Commercial Support Edgewood Partners Ins.Center PHONE 631-390-9700 aC,Ne: 631-390-9790 AIC No Ext 40 Marcus Drive E-MAIL ADDRESS: NEConstructioncerts@epicbrokers.com 3rd Floor INSURER(S)AFFORDING COVERAGE NAIC# Melville, NY 11747 INSURER A:Accredited Surety and Casualty Co.Inc. 26379 INSURED INSURER B:Hartford Accident and Indemnity Company 22357 J.A.Lee Electric Services LLC Scottsdale Insurance Company 41297 INSURER C: P Y 11 Melanie Lane,Unit 9 Merchants Mutual Insurance Company 23329 INSURER D: P y East Hanover, NJ 07936 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: 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 CONTRACTOR 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. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR INSR WVD POLICY NUMBER MM/DD/YYYY MM/DD LIMITS A X COMMERCIAL GENERAL LIABILITY Y 1TPMNY1701268809GL 11/15/2022 11/15/2023 EACHOCCURRENCE $2 000 000 CLAIMS-MADE �OCCUR PREMISES Ea occurrence $300,000 X BI/PD Ded:25000 MED EXP(Any one person) $5,000 X Contractual Liab. PERSONAL&ADV INJURY $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $4,000,000 �X1 PRO- PRODUCTS-COMP/OP AGG $4 000,000 POLICY I ^I JECT LOC � $ ORTHER: AUTOMOBILE LIABILITY CAP9269823 11/15/2022 11/15/2023 COMBINED SINGLE LIMIT D Ea accident $1,000,000 ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY X AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ X AUTOS ONLY X AUTOS ONLY Per accident A I UMBRELLA LIAB X OCCUR 1TPMNY1701268810XL 11/15/2022 11/15/2023 EACH OCCURRENCE s3,000,000 X EXCESS LIAB CLAIMS-MADE (GL only) AGGREGATE s3,000,000' DED I I RETENTION$ $ B WORKERS COMPENSATION 12WECD18223 11/01/2022 11/01/2023 X PER5TATUTE ETH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN E.L.EACH ACCIDENT $110001000 OFFICER/MEMBER EXCLUDED? 7 N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 A Excess Liab(GL) 1TPMNY1701268811XL 11/15/2022 11/15/2023 $5,000,000 Occur/Agg C Excess Auto Liab XLS2000864 11/15/2022 11/15/20231 $5,000,000 Occur/Agg DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) Certificate holder is included as additional insured for general liability coverage as required by written contract. CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 53095 Route 25 ACCORDANCE WITH THE POLICY PROVISIONS. PO BOX 1179 Southold, NY 11971 AUTHORIZED REPRESENTATIVE I -fin ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD #S5008466/M4362524 CCA03 This page has been left blank intentionally. J NYSIF New York,Stats Insurance F'urfd' IPC H= „,Mb mv,,INIY 112M noff.wm CERTIFICATE OF WQRKERT COMPENSATION INSURANCE mmmmm 4 HGEEIA LY S GHinEILAAW IINC.. 5M MAMA RO NECK AVIERUE I km HARRISON]NY 110M SCANI TO @!/AMD ATE AND SUBSCRBE I POLICYHOLDER Q:EHd11I[RCATE HOLDER J JL LHE EILEOTi1Rf,SEIRNACM LLC TOVM OF SOJUTHOLD 4W JE Rl rC H,0 Ti PKE 53095 ROUfiiE 25 i 41N>ECLAA NY 111155111 PO BOX 111791 SOUTH-L'= NY 1111917/11 Hsi r-Y NW.IF1iBE1R TiFICATE NUMBER P'WCY PERM DATE G11205 634-7/ 55aw fro/,UD1/2m TO 1111/m/2m 111112IY/= TH IS IS TO CERTIFY TfHAT THE POLICYHOLDER A, D ABOVE IS INSURED WITH THE NEW YQRIK STATE INSURANCE FUND UNDER H=OW:GD.Y No. 112a5 E34!-7,, COVERING THE ENTIRE OBLIGATION OF THIS a I OUCY1HOMER FOR WORKERS' COMPENSATION! UINEE R THE IN'IE'AY/ YORK WORKERS' COMPENSATOR LAW wnr HI RESPECT TO ALL OIPEHATIOINS IN THE STATE OF NEW YORK, EXCEPT AS IINiDICATE1D BEILOW_ IT YOU WISH TO RECEIVE MCITiFriIGL®TiCONS REGARDING SAID POLICY,MCLi12ING A14Y NOTIFICATION OF TCONS,,, OR TO VALIDATE THIS CERMFICATE;,VGMW CUM WEBSUE AT //A�{GftIGf116 L1Lti'SI)`. VICERMXNERWALASP.THE CIEU YORK STATE INSURANCE FUNDI iJS ROT LIABLE ilk THE EVENT QE FAMEI RE TO GIVE SUCH NGTHWATMOM THIS POLICY DOES N07 COVER THE SOLE IPIROMIETOR,PARTNERS AMd VO R MEMBERS OF Ad LIHWlIiTEI D LIABIILIi11Y COM tPA RY- THEE POLICY INCLUDES AA WAIVER OF SUB RO.GATIOiN ENDORSEMENT UNDER WHICH INIYSI F AGREES TO WA IJIVE ITS RIGHT OF SUBROGAATHOiNI TO BRING AN ACTION AGAINST TIRE CERTiIIIFiCATE HOLDER TO RECOVER AMxIOiUINf11S WE PAID IN WORKIEW COM PENSA1THQIN! A4INIID',OR IWEHDICL. BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF MR INSURED IN1 THE E!bEINIT THAT,, PFUM TO THE DATE OF THE A'AQCIJDEINT, THE CER`n r10ATE HiOILID.EIR HAS ENTIERED IIF O A WMi1RIiHTEIN co N ,U.T Y/Af IiH I OUR INSURED THHRT REQUIRES THAT SUCH RIGHT OF SUEROGATM BE WAIVED. INS OEIRTIIIFI AATE IS ISSUM AS A MATTER OF INFORMATION OiNNL`1P AND CONFERS NO PJG HiM NOR INSURANCE COVERAGE UPON THE CER111HRGATE H E LHDIP. THIS CERTIFICATE AATE DOES KOT AMS„ BUMD D (O R ALTER THE COVERAGE AFFORDED By THE IPOUCY- NEW YCRK ST Ifs 'SU NCE(FUND v� 14 0IRREZir0R0i45Ui A NCE IRl1trYIlD UNEERWRTINq V/ANLIHDAIATiON NUMBER:341 UL2&3 Radio Frequency —Electromagnetic Energy (RF-EME) - Maximum Permissible Exposure (MPE) Study Report for Site ID: NYNYCO2242A 9245 MAIN ROAD, EAST MARION NY 11952 Date: November 18, 2022 Prepared by: Zheng Li Email: zheng.li@dish.com Name: Zheng Li Title: RF Engineer Company: Dish Wireless Signature: Date: 11/18/2022 Confidential and Proprietary©2021 DISH WIRELESS Site Report Summary/ Table Is Site Compliant with FCC Rules and Regulations? Yes Is Remediation Required? No Any Other Recommendation(s)? . tliWrarpW..: Final — •�;...... .�,�..... ."'�..,� ".�°"_` Compliance - ._.— ,,,—" d 4 ConfturatWn GUIDELINES NOTICE C®lII><1m WARNING NWIPWO BARRIER/N ARIER Access Point(s) 0 0 a 0 0 0 ' dimensions Alpha 0 0 1 0 1 0 dimensions Beta 0 0 0 0 0 0 !, dimensions Gamma 01 0 Q% 0 0 01 dimensions 1 Confidential and Proprietary(230DISH 1'lIlREU35 0 Table of Contents SiteReport Summary Table............................................................................................................ 1 1. Introduction and the Purpose of the Report................................................................................3 2. Site Data Description..................................................................................................................4 3. Analysis....................................................................................................................................... 8 3.1 RoofView study on the Ground............................................................................................ 8 3.1.1 FCC MPE Limits........................................................................................................... 8 3.1.2 FCC 5%Rule............................................................................................................... 13 3.2. Signage Location Diagram ................................................................................................ 16 4. Conclusion................................................................................................................................ 17 5. Attachments.............................................................................................................................. 18 5.1 Attachment A...................................................................................................................... 18 5.2 Attachment B...................................................................................................................... 19 2 Confidential and Proprietary©2021 DISH WIRELESS 1. Introduction and the Purpose of the Report This report addresses exposure to radio frequency electromagnetic fields in accordance with the FCC Rules and Regulations for all individuals, classified in two groups, "Occupational" and "General Public." All computer modeling and analytical methods have been performed in accordance with the FCC's Office of Engineering and Technology Bulletin 65 ("OET Bulletin 65'), Evaluating Compliance with FCC Guidelines for Human Exposure to Radio Frequency Electromagnetic Fields, Edition 97-01,published August 1997. This document specifically addresses compliance of Dish's transmitting facilities independently and in relation to all collocated transmitting facilities,which together constitute the RF environment at the site. This report contains a detailed summary of the RF environment at the site including: • Theoretical MPE based on software modeling • Some pages of the construction drawings of the site The predictive software tool, Roof View® 5,utilizes a cylindrical model that provides a spatially averaged power density that is calculated in one square foot increments(pixels). The composite RF fields are displayed as a percentage of the appropriate standard. Spatial-peak is the maximum RF energy, across the area of the human body(about six feet high),that an individual can be exposed to. This is considered the Full Body Peak(FBP). This level should be considered the highest level that is found in the area of interest. If during the evaluation of an area for exposure, there are no FBP exposures above the MPE being considered, the area is considered below the limits and requires no additional evaluation. Spatial-averaging: If during the evaluation of an area for potential exposure, it is determined that there are areas where peak FBP levels exceed the MPE,then spatial-averaging is required. Spatial-averaging considers the complete area of the human body in the evaluation of exposure. If there is an area that RF fields are above the applicable MPE limit,then additional vertical measurements should be taken. This is done to understand the levels between the ground level and six feet high. The average of these vertical measurements is known as the Spatial-averaged exposure, which is used to evaluate compliance with the MPE. The plots in Section 3 show the spatial average predicted power density levels in the reference plane indicated as a percentage of the General Public Limits. Please note that 100%of the General Public Limits corresponds to 20%of the Occupational Limits as shown in Section 5 Attachment A. 3 Confidential and Proprietary©2021 DISH WIRELESS 2. Site Data Description This is a stealth pole with three sectors and the sketch below shows the section of the stealth pole where the antennas are located. The data configuration for the site is also provided below. 36 OW. r MIN_ SPACE M DETERWNE THE 51ZE OF THE GMISTER Pf�QS£0 OW _ . iM"eaa LLC- WTDNA. Al (TIP. OF (1) PER SECTOR. (3) TOTAL,) ExIn,'ic 14ia5T PROPOSED DISH W"rniea3 LLC. MOUNT 81 !� CI elo PROPOSED DISH Wraleas LLC. CANISTER Dish Plan Vietiv 4 Confidential!and Pcooetmy C 2=05WINRLM I Ir"-M E- T.W1 IL Dish 111 W IE I K1 T @ - -LL,$, r7 tm. .mTw,& ppr 'aft-, A4L-"7:bx. EL#'p T- F jr L C PNOPMM MM noun PAC CEIrm 41'7W-W- 06H WWWM U-,t AMTEM" i 1l err aoser :M4 M'f5*1U CAaLE P,913E ENEW II E•l Ti- LE ,Kbd3FO IY F Mufteir E a I m TI I E ED II I tE vxxposm MH Wr**"LAM qKqp 0 AmIr SrEEL PtArFOON------------ FWWORD an F+T., L4rr- r Elevation View Confidential and Proprietary G 2021 DISH WIREU315 SS313HIM HSIG tZOZ(D fjela!jdOJd Pue lelluaP!IUOD UVId 01!E 11DJOA0 NVId :1115 UNnUMW 1.TA li: 7'I 7-L 1.3 M, I 3 V .0 1-3 L I.- F nil W: 4,rl-'rH L--------- r, ---------- --F-- 3x1 3'I-,W 1,3 Wid ud OWN3 339 L I '3i :Jo."I MIA-H Xw, ILA,3 31- Rel-M- 13. I :),Ar 113 dk(931 3M Ah"NUIMMXM 7u= U04 3p[TM 7 "W.c w Im ft NTMI MU"w4w"CG 31 14LLVd DMina "C,_,,,39r3I4 MIM 3U bW7rUW 1Gm TIKYV=WHOW Amaw WA ipNao ow mouxmwom imraw mm wuw:)U�0� a,a3Lmn lom it mwMl mouypkA)=N ffvflW �3M 133PO M W IS3R NO d3W 3W 1-3 OW&�NO 03LUM Q39n 3@ qt �m ILw A"aw 0A 40M MIDAM 13F*LWWrM3/Qa#0W V 93*AO*d 1wm dg&�31 1� AlAftlO 103 Q3 M SUMN aftV 90OMW I SMOMMC rn L31Y3A dr—TM4 NOLXVLNW 131—ON Q I ci, Q Q N N N rf9 0 1A r fy W j qW P1 pt Ut€ d1 m 0 1A 01 N N 1 @1 kH y 1� w 01 19w w f 4F w w 140 1F w w tl W- If W.[t[t[t w Pi v j P fa cryK K K K K 91 3; Q Q Q@ Q Q Q; Q Q Q Q Qi Q Q Q ® Q Q Qr ' I :4 � f � 01000w1also $4M 4.....:::::, .u::,:::t: : ...._:_. I �y[ i . 1 1 th � � tI € � W 91 �+ MIN M1 w _ E ' t E � � 0 w g04 �d' �ftm ldldlf PY ME • N �: h 0 OY� M H •li A Ni H N NEA N tV N rY IV N MS IY T 3. Analysis RoofView®5 uses both`Near Field' and`Far Field' approaches to calculate the RF Energy and determines the percentages of electromagnetic exposure as defined by the aforementioned bulletin. RoofView® 5 is Dish's approved roof top prediction software. An analysis of this site was completed to establish safe working distances for the Public utilizing guidelines set forth by the Federal Communications Commission(FCC) with regards to maximum human exposure limits; this has been accomplished by the use of predictive modeling software. The modeling predictions have been done using 100% transmitter duty cycle. This will predict a worst case scenario for safety reasons. The purpose of this study is to determine safe distances for the general public from the antenna arrays and to bring the site into FCC/OSHA compliance. The predictive software tool utilizes a cylindrical model that provides spatially averaged power density that is calculated in one square foot increments (pixels). The composite RF fields are displayed as a percentage of the appropriate standard. These are the predicted software plots of the Maximum Permissible Exposure(MPE).This site has been analyzed using the General public/uncontrolled exposure limits and Occupational/controlled exposure limits. A representation of the stealth pole is shown. NOTE: The plot grids are in 10 feet increments. Individual pixels are 1 foot square. 3.1 RoofView study on the Ground 3. 1. 1 FCC MPE Limits For Limits see Attachment A. Threshold definitions(see Attachment B for Signs): GREEN <= 100%of FCC Public Standard BLUE > 100%to <=500%of FCC Public Standard YELLOW > 500%to<= 5000%of FCC Public Standard RED > 5000%of FCC Public Standard The chart below shows a summary of the exposures on the ground, in one square foot increments for Public Limits MPE. The highest exposure occurs at a point directly in front of the direction of propagation of the antenna. 8 Confidential and Proprietary 0 2021 DISH WIRELESS 1.An1 IA 5 . 2.Ant IA V • ..tl[`.t 6 • 1'a 26.1-Motule • &s 19.1-Mobi 2 * 20.1-M • 2. 9 7.AT • 1 $.A • I � I • Ground level RF-EME exposure 9 Confide ntledl aad R moetm 9a'Q AW DISH WRELESS m"SIG 6m,o+Amapftm pme llamug Ippon OI ,fvpaAo gola_ys aps ql!m ainsodxa_7N_7,y paaal punoiD • j • ltt'L •'Z • 9►V�1'OZ � Z {gQVI_1.6; •;£ VT MIT �` 0 PE Statistical Summary '° %MPE S--. FT. °'o5r$. DW 400 100.00 % of Total ROOF Area 0 - 100.0 400 100A °,-o of Selected Area 100.0 - 500.0 i 0 0.00 % of Selected Area 500.0 - 5,000 0.00 % of Selected Area > 5,000.0'jj 0 ® °la of Selected Area Roof area 400 sq. ft Max %MPE 7.9 % Min %MPE 0.3 % Using blear/Far Spatial Aktg Model With FCC 1997 Public Standard HEY Ground level RF-EME rMPE Statistical Summary(FCC Public Standard)' Il CwfidLo*ell wd Pftpdeftry(0 2=1 EMSH WIREUSS 0 Statistical Summary owe %MPE SQ. FT. %SQ. FT. Caff°'� 400 100.00 % of Total ROOF Area 0 - 100.0 % of Selected Area 100.0 j 0.00 % of Selected Area E % of Selected Area °/Q of Selected Area ROOF area 400 sq. ft. Max %MPE 1.6 °/o i Min %MPE 0.1 % i Using Near/Far Spatial Avg Model With FCC 1997 Occupational Standard Cffviwd level RF-E Gff MPE Statistical Summary(FCC OccupationaI Standard) 12 Cwfideftd wd ftaWeWPyQA-W DSH VtalRE ESS 0 3.1.2 FCC 5% Rule For Limits see Attachment A. PURPLE > 5%of FCC Public Standard The chart below shows the area where Dish's signal contributions are greater than 5% of the Public WE Limit.This is as per the FCC's OET Bulletin 65,which states: "The rules adopted by the FCC specify that,in general,at multiple transmitter sites,actions necessary to bring the area into compliance with the guidelines are the shared responsibility of all licensees whose transmitters produce field strengths or power density levels at the area in question in excess of 5% of the exposure limit(in terms of power density or the square of the electric or magnetic field strength) applicable to their particular transmitter." 13 Confidential and Proprietary©2021 DISH WIRELESS • LAW IA 5:4.. 2Ant 1A a 6 • 4AM 2B x 21K 26.T-Mptlife x3tx1 x 2:x 20.1-M x 2•x 7 AM x 2'x $.A x Ground level RF-EME exposure (MPE 5% threshold with other operator antennas turned off, if present) 14 Confidential'acrd Prq;►rlWzry®20O mVSH I URELIM Statistical Summary %MPE SQ,S . FT. %SQ. FT. CW"Data 400 100.00 °/o of Total ROOF Area 0 -:5.0 396 . % of Selected Area > 5.0:, 4 1.00, % of Selected Area % of Selected Area % of Selected Area Roof Area 400 sq. ft. Max %MPE 6.5 % Min %MPE 0.1 % Using Near/Far Spatia( Avg Madel With FCC 1997 Public Standard Ground level RF-EME MPE Statistical Summary (MPE 5010 threshold with other operator antennas turned off, if present) 15 Confidentldl and Iiot"C 211 DISH WRELESS 12. Signage Location Diagram T"W T"- EL T pl—, E,14114t.CL Ettl.,71,, 4T&4 OAnM 'E%ILI- " Tw V,PWAPCBM OMH whg CC41U 0 ria RMFUME)04H OMM V.1ED Ow W"im C 11-1' OMLE INCE EXSTM 1 LE MOMCFV N'Tr41, HE=11CIE PWOPOMZ Ow WOW L.L.C. 'r 2DUPWOC ON PMOPMW $TED.PLATFM PWANIUSED MH Wk.6—LJ-C- W5 UNT ENotice sign El caution Sign blaming Sign Information Sign Chain Link Baffier 16 Carfidendell amd RmOeMv 0 2W IMSH WREUESS 4. Conclusion The charts in Section 3 show a summary of the RF-EME exposures on the ground for the area within the perimeter of the chain-link fence surrounding the stealth pole, in one square foot increments. These results assume that the equipment uses the maximum transmitter capacity with 100% duty cycle and therefore are the worst case scenarios. The antenna locations for the other operator(s),if present,have been included in the study to give a composite value. The predicted software analysis performed with RoofView® 5 has shown that the Dish transmitter equipment located on this stealth pole does not exceed the maximum permissible exposure levels for the FCC Public or FCC Occupational Standards for the predicted area on the ground(20 x 20 sq. ft.). The maximum%MPE on the ground or street is 7.9%of the FCC Public Standard and 1.3%of FCC Occupational Standard respectively. The RF exposure for the general public and/or occupational worker is mitigated by the installation of the RF hazard Caution sign and NOC Information sign at the base of the stealth pole, as recommended. When the RF exposure mitigation efforts have been implemented at this site as shown in the Final Compliance Configuration table on Page 1 and the signage location diagram in Section 3, this site is compliant with FCC Guidelines as designed. 17 Confidential and Proprietary©2021 DISH WIRELESS 5. Attachments 5.1 Attachment A - LIMITS FOR MAXIMUM PERMISSIBLE EXPOSURE (MPE) (A) Limits for Occupational/Controlled Exposure Frequency Electric Heid Magnetic Field Power Density Averaging Time Range Strength (E) Strength (H) (S) ILI2, IH 12 or S (MHz`; (V/m) (A(m) (m V/cMI) (minutes) 0.3.3.0 614 1.63 (100)' 6 3.030 1842/f 4.89/f (900/f2)" 6 30 300 61.4 0.163 1.0 6 3001500 f/300 6 1500 100,000 5 6 (8) Limits for General Population/Uncontrolled Exposure Frequency ---—Electric Fiel! Magnetic Feld Power Density Averaging Time Range Strength (E) Strength (H) (S) ILI2, IH12 or S (Miiz) (V/fn) (A(m) (mw/cm,) (minutes) 0.3 1.34 614 1.63 (100)- 30 1,3430 824/f 2.194 (180/f2)4 30 30 300 27.5 0.073 0.2 30 3001500 f/1500 30 1500 100,000 1.0 30 IF= frequency in Mi iz*Plane wave equivalent power density NOTE 1: Occupational/controlled limits apply in situations in which persons are exposed as a consequence of their employment provided those persons are fully aware of the potential for exposure and can exercise oontroi over their exposure. Limits for occupationai/controllecd exposure also apply in situations when an individual is transient through a location -.vhere occupationa�/oontrolicd limits apply provided he or she is mac aware of the potential for exposure. NOTE 2: General population/uncontrolled exposures apply in situations in which the general public may be exposed, or in which persons that are exposed as a consequence of their employment may not to fully aware of the potential for exposure or can not exercise control over thew exposure. 18 Confidential and Proprietary 0 2021 DISH WIRELESS 0 5.2 Attachment 6 NOTICE signs alert persons that they are attempting to access an area in which RF exposure levels could potentially exceed the General Population/Uncontrolled MPE. R This sign must be posted in a visible area at each entrance to the site and at sti localized areas (in conjunction with any required barriers) when the RFE survey indicates that exposure levels in an area of the rooftop or on the round are equal v¢�s�Ctt�wall�c+r.�..t P Y P 9 q to or exceed the General Population/Uncontrolled MPE. ala aM �..e: wwfr *W'd--: swat IP V &CAVI0 tt CAUTION signs alert persons that they are attempting to enter an area in which RF j exposure may exceed the Occupational/Controlled MPE. !moi This sign must be posted in a visible area at each entrance to the site and at psi localized areas (in conjunction with any required barriers)when the RFE survey indicates that exposure levels in any area of the rooftop or on the ground are equal !NOR I3 to or exceed the Occupational/Controlled MPE. 04%**lt - caft s"We n m"M Irma V awYlsrsnt"PW set WARNING signs alert persons that they are attempting to enter an area in which the RF exposure may exceed the Occupational/Controlled MPE by a factor of 10 or greater. This sign must be posted in a visible area at each entrance to the site and at localized areas (in conjwr►cbon with any required barriers)where this level of „q„�,�V exposure might occur. V"Oak%wmq» (Aft 3BIKR 1m V4W VON "Mot so* ws INFORMATION signs shall be posted at all AIA ..,,,,. access points to a site.They may provide contact information(N0C phone number)for any questions or concerns regarding the site :AnifewmadbV«.,..r.N 1..11 ' —,__.._........ _..,� and also provide RF safety guidelines to 1...+x+1+•• follow.This type of sign also includes a Spanish translated version. 19 FEB 0 �2023 VW scab A'N 695 Route 46 West, Suite 103 Fairfield,NJ 07004 February 111,2023 RE C� 1. Town of Southhold Town Hall Annex Building FEB .01 54375 Route 25 __ _._.. .i -.- Southold,NY 11971 �d;Lf a b4�'n P)anning-E.ou,o RE: Request for Minor Modification to Existing Wireless Facility- Site Address:9245 MAIN ROAD(RT 25)East Marion,NY 11939 Tax Map ID: 1000-031-00-03--00-011-031 Crown Site Number:857511/Customer Site Number:NYNYCO2242A/Application Number:548683 Dear Building Department: On behalf of DISH Wireless LLC. ("Applicant"),Crown Castle USA Inc.("Crown Castle")is pleased to submit this request to modify the existing wireless facility noted above through the collocation, replacement and/or removal of the Applicant's equipment as an eligible facilities request for a minor modification under Section 64091 and the rules of the Federal Communications Commission("FCC').' Section 6409 mandates that state and local governments must approve any eligible facilities request for the modification of an existing wireless tower or base station that does not substantially change the physical dimensions of such tower or base station. Under Section 6409,to toll the review period, if the reviewing authority determines that the application is incomplete, it must provide written notice to the applicant within 30 days, which clearly and specifically delineates all missing documents or information reasonably related to whether the request meets the federal requirements.3 Additionally, if a state or local government,fails to issue any approvals required for this request within 60 days,these approvals are deemed granted.The FCC has clarified that the 30-day and 60-day deadlines begins when an applicant:(1)takes the first step required under state or local law; and (2) submits information sufficient to inform the jurisdiction that this modification qualifies under the federal law 4. Please note that with the submission of this letter and enclosed items,the thirty and sixty-day review periods have started.Based on this filing, the deadline for written notice of incomplete application is March lst, 2023, and the deadline for issuance of approval is April 1112023 The proposed scope of work for this project includes: Install antennas,ancillary tower and ground equipment etc at an unmanned wireless facility,with no change to structure height or ground space as per plans. At the end of this letter is a checklist of the applicable substantial change criteria under Section 6409.Additionally,please find enclosed the following information in support of this request: (1) Building Permit Application (2) ESCROW FEE$4.000 CHECK (3) COI's-LIA,DIS AND WC (4) Four(4)Sets of Construction Drawings (5) Three(3)Structural Analysis (6) Three(3)RF EME Reports (7) Section 6409 Substantial Change Checklist. 1 Middle Class Tax Relief and Job Creation Act of 2012,Pub.L.No. 112-96,§6409 (2012) (codified at 47 U.S.C. §1455). z Acceleration of Broadband Deployment by Improving Wireless Facility Siting Policies,29 FCC Rcd. 12865 (2014) (codified at 47 CFR§ 1.6100);and Implementation of State&Local Governments'Obligation to Approve Certain Wireless Facility Modification Requests Under Section 6409(a)of the Spectrum Act of 2012, WT Docket No. 19-250 (June 10,2020). 3 See 47 CFR§ 1.61oo (c)(3). 4 See 2020 Upgrade Order at paragraph 16. As these documents indicate,(i)the modification involves the collocation,removal or replacement of transmission equipment; and(ii)such modification will not substantially change the physical dimensions of such tower or base station.As such,it is an "eligible facilities request" as defined in the FCC's rules to which the 60-day deadline for approval applies. Accordingly, Applicant requests all authorization necessary for this proposed minor modification under Section 6409. Our goal is to work with you to obtain approvals earlier than the deadline.We will respond promptly to any request for related information you may have in connection with this request.Please let us know how we can work with you to expedite the approval process.We look forward to working with you on this important project,which will improve wireless telecommunication services in your community using collocation on existing infrastructure. If you have any questions,please do not hesitate to contact me. Section 6409 Substantial Change Checklist Towers Outside of the Public Right of Way The Federal Communications Commission has determined that a modification substantially changes the physical dimension of a wireless tower or base station under 47 U.S.C. § 1455(a)if it meets one of six enumerated criteria under 47 C.F.R.§ 1.6100. Criteria for Towers Outside the Public Rights of Way YES/NO Does the modification increase the height of the tower by more than the greater of- (a) £(a) 10% (b)or the height of an additional antenna array plus separation of up to 20 feet from the top of the nearest existing antenna? YES/No' Does the modification add an appurtenance to the body of the tower that would protrude from the edge of the tower more than 20 feet or more than the width of the tower structure at the level of the appurtenance,whichever is greater? YES/NO Does the modification involve the installation of more than the standard number of new equipment cabinets for the technology involved or add more than four new equipment cabinets? YES/NO; Does the modification entail any excavation or deployment outside the current site by more than 30 feet in any direction,not including any access or utility easements? YES/NO Does the modification defeat the concealment elements of the eligible support structure? YES/NOi Does the modification violate conditions associated with the siting approval with the prior approval the tower or base station other than as specified in 47 C.F.R. § 1.6100(c)(7)(i)—(iv)? Sincerely, D er&k. P ic� inRange Solutions, LLC 695 Route 46 West, Suite 300 Fairfield,NJ 07004 Mobile: 551-655-7086 Fax: 973.860.2424 E-mail: d i� cinic@inrange-LLC.com 4i INRoANGE ti V 50LG1T110U6 RECEIVED .V LU . TOWN OF SOUTHOLD—BUILDING DEPARTMENT — a�° G�3 Southol H Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 south -d Town Board I oy • o� Telephone(631)765-1802 Fax(631)765-9502 haps://www.southoldtownnv.go Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only FEB , PERMIT NO. Building Inspector: BULDWOM� Applications and forms must be filled out in their entirety.Incomplete 7®WWOFSO!lTFI(1IJD applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: Z OWNER(S)OF PROPERTY: Name:East Marion Fire District ] sCTIM#10oo- M s: r Project Main Road East Marion,r....., .. .. _._- _._ . . NY 1.1939 . . Phone#:631-477-0163 Email: Mailing Address: �` �` O - _ � .d CONTACT PERSON: Name:Derek Picinic Mailing Address:695 Route 46 W Suite 300, Fairfield,_NJ 07004 Phone#:551-655-7086 .,TFm;1170pipinic@inRange-llc.com DESIGN PROFESSIONAL INFORMATION: Name:FRENCH & PARELLO ASSOC. gMailing Address:1800 RT 34 SUITE 101 WALL,_N_J 07719 Phone#:732-312-9800 Email: CONTRACTOR INFORMATION: Name:JA LEE Mailing Address:31 Styertowne Rd Clifton NJ 07012 Phone#:631.278.8345 Email:dpaganQalee.us DESCRIPTION OF PROPOSED CONSTRUCTION ❑Newstructure MAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: 00therAdd(3)Antennas,(6)RRH(1)OVP and one Hybrid to existing tower $33,000 Will the lot be re-graded? ❑Yes MNo Will excess fill be removed from premises? ❑Yes MNo 1 PROPERTY INFORMATION Existing use of property:Cell _TOWer_ .,,.__, Intended use of property:Cell_.Tower_ .__ ._n�.__.. Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes M No IF YES,PROVIDE A COPY. B 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 buildings)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):Derek Picinic BAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF ) DEREK PICINIC AGENT being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the AGENT OBO CROWN CASTLE DISH NETWORK LLC (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 202 Nota PL�blic .>��1/:IN IiV::'W�BSTEA Notary P)blic,State of New York PROPERTY OWNER AUTHORIZATION. � .. :.:No. 01WE6365673 Qualified in Suffolk-Count_ (Where the applicant is not the owner- jillj(4n Expires Oa.l to 0,Is A-, residing at 0 -n-'I0,/ do hereby authorize DEREK PICINIC AGENT to apply on my behal o the n o old Buildipg Department for approval as described herein. Owner's Signatu Date D , Print Owner's Name 2 L,o ,.wr ts. i CERWICATE OF INSURANCE covERAGE 1 FEB 0 7 2023 OISABUIFY AND PAID FAY LV/E BENEF"EAW I--- SouthOicl TL~nx� Nanning Board PAU 1L T®be amupLe dl by lift and Pdi'.d Famft Lene Smeffis Caroler tom'Ucumed COmmimm Aglan$af fm$ 11a.UMWI Mum&A&hms off hmffed1((wm sftsd adWhss cm1W) 11b-BmesS 7d*fhmmra IRll=trmr mlf DMMU edl J.A. LEE ELECTRIC SERVICES LLC 23-30 50TH AVE 6312434706 LONG ISLAND CITY, NY 11101 VAxlM&ILm¢atfibim mff 1knind(0*mwbsdJ f¢mtr is fizzVlfraairiliftm Tc.mil Ekmobpw I1dl dffc ii®m Nbmbw df Ihrsumd1 a MA Him lba aws Irm maw Yo*(maft,xe,me;W*#b1law) _j arSadW1Ssmm7*NUv&ar Town of Southold 47-3963870 �.iia amaH 9idldh miF�mffiilyy w ►�IPiranmff mfr 3M.KIMM mfr 1IMSUMMS Q:aimieIr (t> n o f Southoldne¢ lfiI»bf ) Standard Security Life Insurance Company of New York Town of Southold 53095 Route 25 Cbz.Pdi4MumdbwdrEmdllyLktod ihB,ua'-Ve P O Box 1179 R14044-003 Southold, NY 11971 f fPmr1i7 ffied6mWed 9/18/2015 tb 11/27/2023 41. 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This catfficate may be used as evidence e f a Bii b7itgy anndit r Pad Famri4 Lame Beme s cmd aadt off fmoswmamw amrk w hii- the wrideffymg paw is b e ttffecL Please Note:ill#ano the aameaae[latlano of the aftaY¢Myp anWaarr paid ffamtHy ice bemeeffts pofty/EndIcatmd an t o s farm.iff'the bnsumess aaa n fmnaw tba be named aro a Rcense or contract Essced by/a cuffftate kawlerr„the bwsnmess must pam vMe that aaemffunts kuEderr wft6u a new C of UY S Oftal Uft amd!laarr Paid Fazmtly tae Benefits Coverage or other aettaanfted pmaaaaff Utat the bushiness is aaramrgtft with tm mumdab"aaa mwage meo;,rnimeamemtls of 1ke New Youk State Wsabft and PWd F'am Byp Leave Bannefft Law. DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §=®.Subd.& (a) The head of ar staile arr rmrw id9 d dl �,board,as n m tssfa n air anima aw mmed azrr reqpred by Haw tlrm issue any p wmriit ifaur aur fmo eanrmredo m va lh any fmuwdMmg the e m planyymme nit off empkWes am enm&v ,ent as dialGbrtaad imn itltoiis adiiadk and met wffi st anrd1 mig any generrA or Mall silafttte rregwumM or auffiamthag to fissure azff such pnw m ls,,sWl matt use such pneutrnnm rudess pamrnazff du Cy subscribed by/an imsu ramraae aaarm w us pane duce 11 inn a fammm s atsffaeaftryy tlrm the adhaiar„that att the piapnenott of drrisabB lly be meff'fs armd albw January t rs#,tt m ftweamd and ilum*,aTrnre,the gayyrmnemitt of ffanmOV Ilei benefift ffmur asp eutpbyees has been s e wined as puawiidled by Nis anilide.Nat hfing hardim,hawed sbe ll be mowed ars creafrig any BabRV an the part off such slit or mrrwmruibipaH d*w�baamrtln aaamamr issilw or affice to pay any disabifty barnfits th any such ertmptflazyyee uff so amnprbyedL ((bt The head of a s or rmuamfm paa dlepai ,board,aaa`mmmissiarm aur auf"iee awthnam mad or uegw�med by Ilaaui th emtmr intb any cantraadt fair or in ca nm rm w-th army work fmrwcbm g the amnp bymmeoott of em&yeas in enrmpzltnpui aumtt as domed ium Wis anmde and rmexttmft sflamdGing any genwat or sped}shftte ueglwumf g or audlfi®niong any s ich aaanrmtzcfi„stirraifl mat emt ar imrttm any such canbad wmnhass pr x ff dUu /subscribed by am imrrswrrrarmaaea aarueir is pm®dfwicedl in a farm s a fslta>ad arry th itlhe adhraibr,OTT t the pqyur�off d4sahMV lbfi�and atHferr der wary ffmL two tl musanndl eiodue%the pWmrnaumtt off ffammil;y here leu few al emmpbyyeas has be m seecian dl as p paw deed by this an do. BB-120.1 gtm-tn Client#:98338 JALEEE DATE /YYYY) (MM/DD ACORD,. CERTIFICATE OF LIABILITY INSURANCE 11/28/2022 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. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Commercial Support Edgewood Partners Ins.Center Eo FAX NAIC,No6313 -9790AIC 631-390-9700 90 40 Marcus Drive E-MAIL � ADDRESS: p NEConstructioncerts a icbrokers.com 3rd Floor INSURER(S)AFFORDING COVERAGE NAIC# Melville,NY 11747 INSURER A:Accredited Surety and Casualty Co.Inc. 26379 INSURED INSURER B:Hartford Accident and Indemnity Company 22357 J.A. Lee Electric Services LLC INSURER C:Scottsdale Insurance Company 41297 11 Melanie Lane,Unit 9 Merchants Mutual Insurance Company 23329 East Hanover,NJ 07936 INSURER D: P Y INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: 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 CONTRACTOR 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. INSR TYPE OF INSURANCE ADDLSUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MM/DD MM/DD A X COMMERCIAL GENERAL LIABILITY Y 1TPMNY1701268809GL 11/15/2022 11/15/2023 EEAACHq�ES OECTCURRENCE s2,000,000 CLAIMS-MADE a OCCUR PREMISEaoccu once $300,000 X BI/PD Ded:25000 MED EXP(Any one person) $5,000 X Contractual Liab. PERSONAL&ADV INJURY $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: I GENERAL AGGREGATE $4,000,000 POLICY I�JECOT LOC PRODUCTS-COMP/OPAGG $4,000,000 OTHER: D AUTOMOBILE LIABILITY CAP9269823 11/15/2022 11/15/202 COMBINED SINGLE LIMIT Ea accident $1,000,000 ANY AUTO BODILY INJURY(Per person) $ OWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPcE DAMAGE X AUTOS ONLY X t AUTOS ONLY (par. $ A UMBRELLA LIAB X OCCUR 1TPMNY1701268810XL 11/15/2022 11/15/2023 EACHOCCURRENCE s3,000,000 �( EXCESS LIAB CLAIMS-MADE (GL only) AGGREGATE s3,000,000 DED RETENTION$ $ B WORKERS COMPENSATION 12WECD18223 11/01/2022 11/01/202 X PER OTH- AND EMPLOYERS'LIABILITY T T ER Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? � N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 A Excess Liab(GL) 1TPMNY1701268811XL 11/15/2022 11/15/2023 $5,000,000 Occur/Agg C Excess Auto Liab XLS2000864 11/15/2022 11/15/20231 $5,000,000 Occur/Agg DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Certificate holder is included as additional insured for general liability coverage as required by written contract. CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 53095 Route 25 ACCORDANCE WITH THE POLICY PROVISIONS. PO BOX 1179 Southold, NY 11971 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 Of 1 The ACORD name and logo are registered marks of ACORD #S5008466/M4362524 CCA03 This page has been left blank intentionally. /7-NO*�*- NYSIF N W YMrt stag Va==cs F=d IPIIDamak641&& V„IWIY Tzm Unr--Ww D CERTIFICATE OF WORKERS'COMPENSATION INSURANCE KEEV ULY SPER04MEML A\VWV 5W MWiMIARGINECK A VERUE IN HHA+RRSOINI roams S(CA'IlRH M V AMA TE AMSUEOMME PO LCGYHOLID R CIERTEIFCCA TE HOUDER SIA ILEE ELEClfMtC SERVE=LLC lfOlYAlN OF SGUVHQLID 4WTPKE 53M ROUTE 25 VIENEG LA6 HY 115M POroro79 SODUH'H GLID MY 111197/11 IOILECY IR IUM HR MUM117ATE IWUU.MBER IPO UCIY PERIM GIvM5am-7 5saw roro/m/rte -m ro111AXI/ III IAm/ TWOS ISS -M CERMFY 'EIIHIA+*T1IIHEMLCFWMEB INAQMED A MWE IIS ft4SURED mfNrN IIWE INEW YUJWSTATE MISUMNCE MM UUINKOR MMY( IWM roMSESA-Z, QOV EEIRfJR G mtHE ENTIRE 01111"'11®Ioll OF' TM MLIGIffiGH-DER FOR WGRUNIS' COWPOMMIGIN UNDER TIHE NEW YOM ' 001UPUM" LAW VWbIIIIWI "M ALL OMRA UF //���1�fU/O�.iFJQ,��ryIY�W�I@TTI�HEE{S/iTA■TEE OFy�/NEEVyWgUp�q�7+�@i�K EE KCBPTP��[A��S @RC�U I]CAp ryED �BELLGWp.���ry//�p/�(��'/�/[��y�p�/��^'/�/���/����� OF IfOU�IYIIAZQII O RECE I E NM UID�LYtfN11111L/.LtM�OE�1TC�DfSY/.MG SAID PCIUC II A[MC LURING ANY li`LY/��IIIrLVLdU�BaN OF YrMCE LILA CIR TO VALIDATE TE THIS CERT rATF.VWr CM VAEMM AT IFQ T I[PSA PI f WAYS$',MQfP/G.EBL'Ilr O .111m Ilff YOB STATE I&SIlIRANCE ROM 15 IIIaU LWILE IN TRE EIS OF IFLUAIRE TO GIVE SUCH TWS FMICYDOES KQT CCGWER T}HE.IME PROPIR ETM PARTINEIRSA=MMEAMERS®IF Aa L ITE D LIPSILITYCMWANY TIFIEFOLICYINCLLUESA,VWWIINGEHB QIF SUEMMR1f UQIFU Ube W1HI C H1 INYWAGIREESTOWAIWill IDIS REGH ' OF NEON IRID BRING AN A@dCTIIIGINI ASG IWIS1f THE CERTFECATE MUDER TO REMVIrE IR AMMMM WE PAID IN WOEF KERS'COMPENISAIIIIGIWI AWfIIIR MEDICAL BEWE1f1 M TO OR ON SEWE k LF OF AN EMPILOYEE OF MR IMMED IN THE EVGENIT 1IIHIKIr PREGIR TO THE C ATE OF THE ACCMENT, THE QEIIIOFCfCA E WIaL DER WAS ENTERED UW M Aa VWbRII rEN QOERUI MCT V/If 1RFH OUR ENSURED THAT REQUIRES THAT SUCH RKNH T OF SUERWIRTEON BE aWUA INEUD_ THS CERRIFUCAlrE IS, ISSUED AS Aa MAB1fHER OF INFORMTDONGIWLLYAIIRlI<DQOIWFEIRS NO RDGHM HDIR IUWSURARMM Q9OVIER .GE UPON THE QERIDUflCAllE IHIGL EIR. TH MS CERYFEATE DOM KOT AMEND, EXTEND OR ALTER THE CQUEPAGE AFFORDED BY THE HOWICY. NEW 11 ORKSff6� GEFUND ND �IDT�tCif�IIWi¢:E IFWIW®UAWW1�IlI1� VAlLIfHTAaIfIow Nuveot wagffm H>l-X3 r 07 .2' rroid Cquv,ri 1'h9 iEaoaw Radio Frequency — Electromagnetic Energy (RF-EME) - Maximum Permissible Exposure (MPE) Study Report for Site ID: NYNYCO2242A 9245 MAIN ROAD, EAST MARION NY 11952 Date: November 18, 2022 Prepared by: Zheng Li Email: zheng.li@dish.com Name: Zheng Li Title: RF Engineer Company: Dish Wireless Signature: Date: 11/18/2022 Confidential and Proprietary©2021 DISH WIRELESS Site Report Summary Table Is Site Compliant with FCC Rules and Regulations? Yes Is Remediation Required? No Any Other Recommendation(s)? _ - 00 77a a Final Compliance Confi*_,uratic i GUIDELINES mX3E C®11MN WARNING NOC INFO BARRIER/MARKER Access Point(s) 0 0 0 0 0 0 d�a�s Alpha 0 0 1 0 1 0 dimensions Beta 0 F 0 0 0 00 dimensions Gamma Q 0 0 0 0 0 dimensions 1 CmndiendWl amd C 2OZ 05H WRELESS 0 Table of Contents SiteReport Summary Table............................................................................................................ 1 1. Introduction and the Purpose of the Report................................................................................3 2. Site Data Description..................................................................................................................4 3. Analysis....................................................................................................................................... 8 3.1 RoofView study on the Ground............................................................................................ 8 3.1.1 FCC MPE Limits........................................................................................................... 8 3.1.2 FCC 5%Rule............................................................................................................... 13 3.2. Signage Location Diagram ................................................................................................ 16 4. Conclusion................................................................................................................................ 17 5. Attachments.............................................................................................................................. 18 5.1 Attachment A...................................................................................................................... 18 5.2 Attachment B...................................................................................................................... 19 2 Confidential and Proprietary 0 2021 DISH WIRELESS 0 1. Introduction and the Purpose of the Report This report addresses exposure to radio frequency electromagnetic fields in accordance with the FCC Rules and Regulations for all individuals, classified in two groups, "Occupational" and "General Public." All computer modeling and analytical methods have been performed in accordance with the FCC's Office of Engineering and Technology Bulletin 65 ("OET Bulletin 65"), Evaluating Compliance with FCC Guidelines for Human Exposure to Radio Frequency Electromagnetic Fields, Edition 97-01,published August 1997. This document specifically addresses compliance of Dish's transmitting facilities independently and in relation to all collocated transmitting facilities,which together constitute the RF environment at the site. This report contains a detailed summary of the RF environment at the site including: • Theoretical MPE based on software modeling • Some pages of the construction drawings of the site The predictive software tool, RoofView® 5,utilizes a cylindrical model that provides a spatially averaged power density that is calculated in one square foot increments(pixels). The composite RF fields are displayed as a percentage of the appropriate standard. Spatial-peak is the maximum RF energy, across the area of the human body(about six feet high),that an individual can be exposed to. This is considered the Full Body Peak (FBP). This level should be considered the highest level that is found in the area of interest. If during the evaluation of an area for exposure,there are no FBP exposures above the MPE being considered, the area is considered below the limits and requires no additional evaluation. Spatial-averaging: If during the evaluation of an area for potential exposure, it is determined that there are areas where peak FBP levels exceed the MPE, then spatial-averaging is required. Spatial-averaging considers the complete area of the human body in the evaluation of exposure. If there is an area that RF fields are above the applicable MPE limit, then additional vertical measurements should be taken. This is done to understand the levels between the ground level and six feet high. The average of these vertical measurements is known as the Spatial-averaged exposure, which is used to evaluate compliance with the MPE. The plots in Section 3 show the spatial average predicted power density levels in the reference plane indicated as a percentage of the General Public Limits. Please note that 100%of the General Public Limits corresponds to 20%of the Occupational Limits as shown in Section 5 Attachment A. 3 Confidential and Proprietary©2021 DISH WIRELESS 2. Site Data Description This is a stealth pole with three sectors and the sketch below shows the section of the stealth pole where the antennas are located. The data configuration for the site is also provided below. 3d Da. r MIN. SPACE TO DETERI INE 7HE SZE OF THE CWISTER PROPOSED DISH Wireless LLC. AWENNA Al SECM OIWAL) EXISTI�•!G N ST - PROPOSED DISH W'"e" LLC. MOUNT Bt C4 CTIA PROPOSED DISH W"eaa LLC. CANISTER Dish Plan View 4 G omfldem4W1 amd IPhapnl""Z 2=1 SASH UW R 8'S ip EL 9 A-- ir,EL Disk F. 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U i;MS IMS MS 7.9 H G%Mi0Wj; St4L-T"rmismifter T°aNe 7 3. Analysis RoofView®5 uses both`Near Field' and`Far Field' approaches to calculate the RF Energy and determines the percentages of electromagnetic exposure as defined by the aforementioned bulletin. RoofView® 5 is Dish's approved roof top prediction software. An analysis of this site was completed to establish safe working distances for the Public utilizing guidelines set forth by the Federal Communications Commission(FCC) with regards to maximum human exposure limits; this has been accomplished by the use of predictive modeling software. The modeling predictions have been done using 100% transmitter duty cycle. This will predict a worst case scenario for safety reasons. The purpose of this study is to determine safe distances for the general public from the antenna arrays and to bring the site into FCC/OSHA compliance. The predictive software tool utilizes a cylindrical model that provides spatially averaged power density that is calculated in one square foot increments (pixels). The composite RF fields are displayed as a percentage of the appropriate standard. These are the predicted software plots of the Maximum Permissible Exposure(MPE). This site has been analyzed using the General public/uncontrolled exposure limits and Occupational/controlled exposure limits. A representation of the stealth pole is shown. NOTE: The plot grids are in 10 feet increments. Individual pixels are 1 foot square. 3.1 RootView study on the Ground 3.1. 1 FCC MPE Limits For Limits see Attachment A. Threshold definitions(see Attachment B for Signs): GREEN <= 100%of FCC Public Standard BLUE > 100%to <= 500%of FCC Public Standard YELLOW > 500%to<= 5000%of FCC Public Standard RED > 5000% of FCC Public Standard The chart below shows a summary of the exposures on the ground, in one square foot increments for Public Limits MPE. The highest exposure occurs at a point directly in front of the direction of propagation of the antenna. 8 Confidential and Proprietary©2021 DISH WIRELESS • ZAnt IA 2Ant IA f � f i =G • • • • Ground level RF-EME exposure 9 Confidentiail and Prgp finny/Q,200 D45 H W1REUESS i Ant 1A 1 r • 2.Ant IA ` U • � • 3: • 1 . . Z . . 1 . Ground level RF-E1LIE exposure with site sketch overlay 10 Confidential and Proprietary ;2021 DISH WIRE4ESS Dow Statistical Summary %MPE SQ. FT. %SQ. FT. C ff°a 400 100.00 % of Total ROOF Area 1 0_ 100.0 400 % of Selected Area 100.0 - 500.0 0 % of Selected Area 500.0 - 5,000 0.00 % of Selected Area > 59000.0 0 % of Selected Area Roof Area 400 sq. ft Max %MPE 7.9 % Min %MPE 0.3 % Using dear/Far Spatial Avg Model With FCC 1997 Public Standard G v d kvW RF EW WE kcal&mmwy ffCC Pkrbftc SWmW* CwflftrMWI 2W BASH URMS5 ,1 Statistical Summary ---°° - %MPE SQ. FT. %SQ. FT. `M Ma 400 100.00 % of Total ROOF Area 0 100.0 400 jk00.00 % of Selected Area > 100.0 0 0.00 % of Selected Area Bio of Selected Area % of Selected Area Roof Area 400 sq. ft. Max %MPE 1.6 ",'o Min %MPE 0.1 90, Using Near/Far Spatia( Avg Model With FCC 1997 Occupational Standard Ground level RF-EME MPE Statistical Summary(FCC Occupational Standard) 12 Confidential and Proprietary 2021 D4511+WIRELESS 0 3.1.2 FCC 5% Rule For Limits see Attachment A. PURPLE > 5%of FCC Public Standard The chart below shows the area where Dish's signal contributions are greater than 5% of the Public MPE Limit. This is as per the FCC's OET Bulletin 65,which states: "The rules adopted by the FCC specify that,in general,at multiple transmitter sites,actions necessary to bring the area into compliance with the guidelines are the shared responsibility of all licensees whose transmitters produce field strengths or power density levels at the area in question in excess of 5% of the exposure limit (in terms of power density or the square of the electric or magnetic field strength) applicable to their particular transmitter." 13 Confidential and Proprietary©2021 DISH WIRELESS • LAM 1A S. 2Ant JA _.. w • 4Arkt 28 x 2,x 26.T-Mobile x 3(x 19J-Mobs x 2;x 20.T-Alt x 2,x 7.A% x 1'x 8A x1:xI x i x x Ground level RF-EME exposure (MPE 500' threshold with other operator antennas turned off if present) 14 Cmnfidtntlat and Proprietary'4;2021 DISH WIRELESS Statistical Summary °01e C/o' ''PE `� 0o Q, FT, GDW Data 400 100.00 ",o of Total ROOF Area 0 - 5.0 3 99.OQ % of Selected Area > 5.0 1.00 % of Selected Area % of Selected Area % of Selected Area Roof Area 400 sq. f;. Max %MPE 6.5 Min %MPE 0.1 Using Near/Far Spatia( Avg Model With FCC 1997 Public Standard Ground level RF-FJM E&al cal Swnmary (MPE 5% threshold with other operator antennas turned®f;tfpresenl) 15 Confidiwnd and,alis"C 2O DIIFfl WRELESS 3.2_ Signage Location Diagram "n- l,!-v-A- -wr IL A&T*AdL ExUlh, A*.,�AJL Via* 41,PWAPMM DMH UftwM RAE CE4TEF1 0 7.o� —AZL 00 CDnM 0 74'-C"JGL PMOME31)OM Wk*= L L C- ri (MLE MDE EX%rM 1E-I T1, LE ektw, I E POE Ow 11row" Muftw ON MR= STEEL FLATFOM OM UNT M Notice Sign F-1 Caution Sign Warning Sign Information Sign Chain Link Barrier 16 Confidential and Proprietary C 2021 DISH WIRELESS 0 4. Conclusion The charts in Section 3 show a summary of the RF-EME exposures on the ground for the area within the perimeter of the chain-link fence surrounding the stealth pole, in one square foot increments. These results assume that the equipment uses the maximum transmitter capacity with 100% duty cycle and therefore are the worst case scenarios. The antenna locations for the other operator(s), if present,have been included in the study to give a composite value. The predicted software analysis performed with Roof View® 5 has shown that the Dish transmitter equipment located on this stealth pole does not exceed the maximum permissible exposure levels for the FCC Public or FCC Occupational Standards for the predicted area on the ground(20 x 20 sq. ft.). The maximum%MPE on the ground or street is 7.9%of the FCC Public Standard and 1.3%of FCC Occupational Standard respectively. The RF exposure for the general public and/or occupational worker is mitigated by the installation of the RF hazard Caution sign and NOC Information sign at the base of the stealth pole, as recommended. When the RF exposure mitigation efforts have been implemented at this site as shown in the Final Compliance Configuration table on Page 1 and the signage location diagram in Section 3,this site is compliant with FCC Guidelines as designed. 17 Confidential and Proprietary©2021 DISH WIRELESS 0 5. Attachments 5.1 Attachment A - LIMITS FOR MAXIMUM PERMISSIBLE EXPOSURE (MPE) (A) Limits for Occupational/Controlled Exposure Frequency Electric Field Magnetic Field Power Density Averaging Time Range Strength (E) Strength (H) (S) ICI', IH 12 or S (MHz, (v/m) 0Vm) (MI'V/an') (minutes) 0.3 3.0 614 1.63 (100)' 6 3.030 1842/f 4.89/t (900/f2)* 6 30300 61.4 0.163 lA 6 3001500 f/300 6 1500 100,000 5 6 (B) Limits for General Population/Uncontrolled Exposure Frequency ^--Clectric Held Magnetic Feld Power Density Averaging Time Range Strength (E) Strength (H) (S) IEI2, IH 12 or S (Miiz; (V/m) (Atm) (mW/ane) (minutes) 0.31.34 614 1.63 (100)• 30 1.3430 824/f 2.13;4 (180/f2)- 30 30 300 27.5 0.073 0.2 30 3001500 f/1500 30 1500 100,000 1.0 30 f= frequency in Mi iz'Mane wave equivalent power density NOTE 1: Orcupational/controlled'limds apply in situations in which persons are exposed as a consequence of their employment provided those persons are fully aware of the potential for exposure and can exercise control over their exposure. Limits for occupational;controlled exposure also apply in situations when an individual is transient through a location where occupational/eontrol[ed limits apply provided he or she is mac aware of the potential for exposure. NOTE 2: General population/uncontrolled exposures apply in situations in which the general public may be exposed, or in which persons that are exposed as a consequence of their employment may not be fully aware of the potential for exposure or can not exercise control over their exposure. 18 Confidential and Proprietary 0 2021 DISH WIRELESS 0 5.2 Attachment B VMIn NOTICE signs alert persons that they are attempting to access an area in which RF 0(00) exposure levels could potentially exceed the General Population/Uncontrolled MPE. This sign must be posted in a visible area at each entrance to the site and at , ...Y localized areas (in conjunction with any required barriers) when the RFE survey indicates that exposure levels in any area of the rooftop or on the ground are equal s N".,:i�l3plt ern att to or exceed the General Population/Uncontrolled MPE. mw,, orte :w.or.br Gtr W rmG##pp►a�J11! l�rfrNq=�d'sey I&CMION CAUTION signs alert persons that they are attempting to enter an area in which RF exposure may exceed the Occupational/Controlled MPE. This sign must be posted in a visible area at each entrance to the site and at localized areas (in conjunction with any required barriers) when the RFE survey indicates that exposure levels in any area of the rooftop or on the ground are equal to or exceed the Occupational/Controlled MPE. ..�;ef:�rnrtre{ ,r••.rw�r�tarsr ss r WARNING signs alert persons that they are attempting to enter an area in which the RF exposure may exceed the Occupational/Controlled MPE by a factor of 10 or greater. I This sign must be posted in a visible area at each entrance to the site and at localized areas (in conjunction with any required barriers)where this level of exposure ex might occur. a�aurirn�.aar.�.r.s P 9 s"•ar9rcpsaAwa Ltte 3*1K r 1D3r4M., /at.n+n�YgortanieC sea + FA 1141 + Il4FORMATION signs shall be posted at all ....� •��*�� access points to a site. They may provide contact information (NOC phone number)for any questions or concerns regarding the site 1trr ya•tr+.�rp•!f•/,�„ 'y�iCfLfit.�'N,,I .:�.. ..r. and also provide RF safety guidelines to ��•++� ==--_=- —�==— follow. This type of sign also includes a Illt "` Spanish translated version. 19 Coifteridd and RaWeWy Q 2=®ISN tlEGPIR ELS f RECEIVE F BE 0 7 2023 CROWN Date: August 17, 2021 5 thold Town v CASTLE Planning Board Crown Castle 2000 Corporate Drive Canonsburg, PA 15317 (724)416-2000 Subject: Structural Analysis Report Carrier Designation: DISH Network Co-Locate Site Number: NYNYCO2242A Site Name: NY-CCI-T-857111 Crown Castle Designation: BU Number: 857111 Site Name: EAST MARION JDE Job Number: 640458 Work Order Number: 1971184 Order Number: 548683 Rev. 4 Engineering Firm Designation: Crown Castle Project Number: 1971184 Site Data: 9245 MAIN ROAD, EAST MARION, SUFFOLK County, NY Latitude 41' 7'41.71", Longitude -72°20'28.71" 109 Foot -Concealment Tower Crown Castle is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above-mentioned tower. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC7: Proposed Equipment Configuration Sufficient Capacity The structure has sufficient capacity once the loading changes, described in the Recommendations section of this report, are completed. This analysis has been performed in accordance with the 2020 New York State Uniform Code based upon an ultimate 3-second gust wind speed of 128 mph.Applicable Standard references and design criteria are listed in Section 2-"Analysis Criteria". Structural analysis prepared by: Kenneth Sukitch, E.I.T. NE�yO Respectfully submitted by: .`.rEw E, yG.'� � f F_ CC Pk Matthew E. Hussak, P.E. Project Engineer .n. 103537 Di Matthe ssak Date: 2021.09.26 04:21:10 -04'00' tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683, Revision 4 Page 2 a, TABLE OF CONTENTS 1) INTRODUCTION 2)ANALYSIS CRITERIA Table 1 -Proposed Equipment Configuration Table 2-Non-Carrier Equipment to be Conditionally Removed Table 3-Other Considered Equipment 3)ANALYSIS PROCEDURE Table 4-Documents Provided 3.1)Analysis Method 3.2)Assumptions 4)ANALYSIS RESULTS Table 5-Section Capacity(Summary) Table 6-Tower Component Stresses vs. Capacity- LC7 4.1) Recommendations 5)APPENDIX A tnxTower Output 6)APPENDIX B Base Level Drawing 7)APPENDIX C Additional Calculations tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683, Revision 4 Page 3 i 1) INTRODUCTION This tower is a 109 ft concealment tower designed by PENNSUMMIT TUBULAR, LLC.The base tower is 69 ft and a concealment extends from 69 ft to 109 ft. The tower has been modified to accommodate additional loading. 2)ANALYSIS CRITERIA TIA-222 Revision: TIA-222-H Risk Category: II Wind Speed: 128 mph Exposure Category: C Topographic Factor: 1 Ice Thickness: 1 in Wind Speed with Ice: 50 mph Service Wind Speed: 60 mph Table 1 -Proposed Equipment Configuration Center Number Number Feed Mounting Line of Antenna Antenna Model of Feed Line Level (ft) Elevation Antennas Manufacturer Lines Size (in) (ft) 4 I commscope I CDX623T-DS 74.0 74.0 1 3 commscope FW-65B-R3 12 1-3/8 1 raycap RDIDC-9181-PF-48 Table 2-Non-Carrier Equipment to be Conditionally Removed Center Number Number Feed Mounting Line of Antenna Antenna Model of Feed Line Level (ft) Elevation Antennas Manufacturer Lines Size(in) (ft) r 74.0 I 75.0 I 3 andrew I HBX-6515DS-T2M Table 3-Other Considered Equipment Center Number Number Feed Mounting Line of Antenna Antenna Model of Feed Line Level (ft) Elevation Antennas Manufacturer Lines Size (in) (ft) 109.0 I 116.0 I 1 I dbspectra I DS4C06F36U6D I 1 11-5/8 -7 1 - 10'x 36" OD 104.0 Concealment Canister 104.0 3 quintel technology QS6658-3E 12 1-1/4 102.0 3 commscope CBC426T-DS-43 101.0 3 commscope CBC426T-DS-43 1 - 10'x34" OD 94.0 Concealment Canister 94.0 3 amphenol CWWX063X25G00 12 7/8 92.0 3 rfs/celwave FDA3P5002-1 C 90.0 3 rfs/celwave FDA3P5002-1 C tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683, Revision 4 Page 4 Center Number Number Feed Mounting Line of Antenna Antenna Model of Feed Line Level (ft) Elevation Antennas Manufacturer Lines Size (in) (ft) 85.0 I 3 I andrew I SBNHH-1 D65B 84.0 1 _ 10'x 34" OD 84.0 Concealment Canister 18 7/8 82.0 3 kathrein 78211066 80.0 3 ericsson KRY 112 144/1 75.0 75.0 1 _ 10'x 34" OD - - Concealment Canister 30.0 33.0 2 laird technologies FRX450 2 1/2 30.0 2 tower mounts Side Arm Mount[SO 701-11 3)ANALYSIS PROCEDURE Table 4-Documents Provided Document Reference Source 4-GEOTECHNICAL REPORTS 6234982 CCISITES 4-TOWER FOUNDATION DRAWINGS/DESIGN/SPECS 4567810 CCISITES 4-TOWER MANUFACTURER DRAWINGS 8508592 CCISITES 4-TOWER MANUFACTURER DRAWINGS 5355545 CCISITES 4-POST-MODIFICATION INSPECTION 8704897 CCISITES 4-TOWER REINFORCEMENT DESIGN/DRAWINGS/DATA 8114004 CCISITES 3.1) Analysis Method tnxTower(version 8.1.1.0), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. When applicable, Crown Castle has calculated and provided the effective area for panel antennas using approved methods following the intent of the TIA-222 standard. 3.2) Assumptions 1) Tower and structures were maintained in accordance with the TIA-222 Standard. 2) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. This analysis may be affected if any assumptions are not valid or have been made in error. Crown Castle should be notified to determine the effect on the structural integrity of the tower. tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683, Revision 4 Page 5 4)ANALYSIS RESULTS Table 5 -Section Capacity(Summary) Section Elevation(ft) Component Size Critical P(K) SF*P allow % Pass/Fail No. Type Element (K) Capacity 1 L1 109-89 Pole r TP4.5x4.5x0.5 I 1 -1.67 I 445.32 f 44.0 Pass L2 89-69 Pole TP8x8x1 2 -5.21 872.83 42.0 Pass L3 69-18 Pole TP37.14x30x0.2188 3 -12.36 1546.26 24.8 Pass L4 18-0 Pole TP39.22x36.0375x0.25 4 -16.69 1899.43 29.1 Pass Summary Pole(L1) 44.0 Pass Rating= 44.0 Pass Table 6-Tower Component Stresses vs. Capacity-LC7 Notes Component Elevation (ft) %Capacity Pass/Fail ---1 _l__- --_— --- -—Flange B01ts I - -- 89 - —I_--- 23.0 Pass 1 Flange Bolts 69 40.4 Pass 1 Anchor Rods 44.8 Pass 1 Base Plate 52.7 Pass 1 Base Foundation (Structure) 0 15.1 Pass 1 Base Foundation (Soil Interaction) 11.7 Pass Structure Rating (max from all components)= 52.7% Notes: 1) See additional documentation in"Appendix C—Additional Calculations'for calculations supporting the%capacity consumed. 4.1) Recommendations The tower and its foundation have sufficient capacity to carry the proposed load configuration. In order for the results of this analysis to be considered valid, the loading modification, as follows, must be completed. Loading Changes: a) Removal of the abandoned antennas,feed lines and mounts at the 74 ft level No structural modifications are required at this time provided that the above-listed changes are completed. tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683, Revision 4 Page 6 APPENDIX A TNXTOWER OUTPUT tnxTower Report-version 8.1.1.0 MATERIAL STRENGTH GRADE Fy Fu 11 GRADE 11 Fy Fu A513-13.0.M:71 75 ksi 11100 ksi 11 A572-65 1165 ksi 80 ksi 109.0 K A519 HFS 1142 ksi 1160 ksi TOWER DESIGN NOTES 1. Tower is located in Suffolk County,New York. 2. Tower designed for Exposure C to the TIA-222-H Standard. 3. Tower designed for a 128 mph basic wind in accordance with the TIA-222-H Standard. 0 0 o a 4. Tower is also designed for a 50 mph basic wind with 1.00 in ice.Ice is considered to increase N N o in thickness with height. a a 5. Deflections are based upon a 60 mph wind. 6. Tower Risk Category 11. 7. Topographic Category 1 with Crest Height of 0.00 ft 8. TOWER RATING:44% O 89.0 ft d N O O O N 4j of 69.0 It LL 2 m Q O w o m n c y n c v o r I I I ALL REACTIONS ARE FACTORED a AXIAL 23 K 160ft SHEAR MOMENT 3K 159 kip-ft TORQUE 0 kip-ft 50 mph WIND-1.0000 in ICE y N N N N AXIAL 0 17K SHEAR MOMENT 8 K 462 kip-ft 0.0 ft TORQUE 0 kip-ft o REACTIONS-128 mph WIND `o o � m • � E x x � o � m in r'- M O 3 Crown Castle Job: BU#857111 CrCROMM 2000 Corporate Drive Project: ,..,CA,TLE Canonsburg PA 15317 client Crown Castle Drawn by:KSukitch App'd: The Pathway to Possible Phone:(724)416-2000 code: TIA-222-H I Date:08/17/21 scale: NTS FAX: Path.cawork aaaM71I11wo 1971184-SXPa d 717 I.e Dwg No.E_1 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683, Revision 4 Page 7 Tower Input Data The tower is a monopole. This tower is designed using the TIA-222-H standard. The following design criteria apply: • Tower is located in Suffolk County, New York. • Tower base elevation above sea level: 36.00 ft. • Basic wind speed of 128 mph. • Risk Category ll. • Exposure Category C. • Simplified Topographic Factor Procedure for wind speed-up calculations is used. • Topographic Category: 1. • Crest Height: 0.00 ft. • Nominal ice thickness of 1.0000 in. • Ice thickness is considered to increase with height. • Ice density of 56 pcf. • A wind speed of 50 mph is used in combination with ice. • Temperature drop of 50 °F. • Deflections calculated using a wind speed of 60 mph. • A non-linear(P-delta)analysis was used. • Pressures are calculated at each section. • Stress ratio used in pole design is 1.05. • Tower analysis based on target reliabilities in accordance with Annex S. • Load Modification Factors used: Kes(Fw) = 0.95, Kes(ti)= 0.85. • Maximum demand-capacity ratio is: 1. • Local bending stresses due to climbing loads,feed line supports, and appurtenance mounts are not considered. Options Consider Moments-Legs Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules Consider Moments-Horizontals Assume Legs Pinned Calculate Redundant Bracing Forces Consider Moments-Diagonals Assume Rigid Index Plate Ignore Redundant Members in FEA Use Moment Magnification Use Clear Spans For Wind Area SR Leg Bolts Resist Compression Use Code Stress Ratios Use Clear Spans For KL/r All Leg Panels Have Same Allowable I Use Code Safety Factors-Guys Retension Guys To Initial Tension Offset Girt At Foundation Escalate Ice Bypass Mast Stability Checks q Consider Feed Line Torque Always Use Max Kz Use Azimuth Dish Coefficients Include Angle Block Shear Check Use Special Wind Profile Project Wind Area of Appurt. Use TIA-222-H Bracing Resist. Exemption Include Bolts In Member Capacity Autocalc Torque Arm Areas Use TIA-222-H Tension Splice Exemption Leg Bolts Are At Top Of Section Add IBC.6D+W Combination Poles _ _ Secondary Horizontal Braces Leg Sort Capacity Reports By Component q Include Shear-Torsion Interaction Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Always Use Sub-Critical Flow SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Use Top Mounted Sockets SR Members Are Concentric Ignore KL/ry For 60 Deg.Angle Legs 4 Pole Without Linear Attachments Pole With Shroud Or No Appurtenances Outside and Inside Corner Radii Are Known Tapered Pole Section Geometry tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683, Revision 4 Page 8 Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft ft ft Sides in in in in L1 109.00-89.00 20.00 0.00 Round 4.5000 4.5000 0.5000 A513-D.O.M.- 75 513-D.O.M:75 (75 ksi) L2 89.00-69.00 20.00 0.00 Round 8.0000 8.0000 1.0000 A519 HFS (42 ksi) L3 69.00-18.00 51.00 4.75 18 30.0000 37.1400 0.2188 0.8750 A572-65 (65 ksi) 1-4 18.00-0.00 22.75 18 36.0375 39.2200 0.2500 1.0000 A572-65 (65 ksi) Tapered Pole Properties Section Tip Dia. Area I r C I/C J It/Q w w/t in int in° in in in3 in' int in L1 4.5000 6.2832 12.7627 1.4252 2.2500 5.6723 25.5254 3.1397 0.0000 0 4.5000 6.2832 12.7627 1.4252 2.2500 5.6723 25.5254 3.1397 0.0000 0 L2 8.0000 21.9911 137.4447 2.5000 4.0000 34.3612 274.8894 10.9890 0.0000 0 8.0000 21.9911 137.4447 2.5000 4.0000 34.3612 274.8894 10.9890 0.0000 0 L3 30.4291 20.6775 2316.9742 10.5723 15.2400 152.0324 4636.9972 10.3407 4.8950 22.377 37.6792 25.6349 4414.9076 13.1070 18.8671 234.0001 8835.6245 12.8199 6.1516 28.122 1-4 37.2296 28.3974 4594.9254 12.7046 18.3071 250.9921 9195.8969 14.2014 5.9026 23.61 39.7865 30.9227 5933.0171 13.8343 19.9238 297.7860 11873.841 15.4643 6.4627 25.851 0 Tower Gusset Gusset Gusset GradeAdjust.Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt Stitch Bolt (per face) Ar Spacing Spacing Spacing Diagonals Horizontals Redundants ft ft-1 in in in in 1-1 109.00- 1 0 1 89.00 L2 89.00- 1 0 1 69.00 L3 69.00- 1 1 1 18.00 1-4 18.00-0.00 1 1 1 Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Face Allow Exclude Componen Placement Total Number Clear Width or Perimete Weight or Shield From t Number Per Row Spacing Diamete r Leg Torque Type ft in r plf Calculation in in Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Exclude Componen Placement Total CAAA Weight or Shield From t Number Leg Torque Type ft ft/ft plf Calculation AVA7-50(1-5/8) C No No Inside Pole 109.00-0.00 1 No Ice 0.00 0.70 1/2"Ice 0.00 0.70 1"Ice 0.00 0.70 LDF6-50A(1-1/4) C No No Inside Pole 104.00-0.00 12 No Ice 0.00 0.60 1/2"Ice 0.00 0.60 tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683, Revision 4 Page 9 Description Face Allow Exclude Componen Placement Total CAAA Weight or Shield From t Number Leg Torque Type ft ftz/ft plf Calculation 1"Ice 0.00 0.60 AVA5-50(718) C No No Inside Pole 94.00-0.00 12 No Ice 0.00 0.30 1/2"Ice 0.00 0.30 1"Ice 0.00 0.30 LDF5-50A(7/8) C No No Inside Pole 84.00-0.00 18 No Ice 0.00 0.33 1/2"Ice 0.00 0.33 1"Ice 0.00 0.33 CU12PSM9P8XXX C No No Inside Pole 74.00-0.00 12 No Ice 0.00 1.66 (1-3/8) 1/2"Ice 0.00 1.66 1"Ice 0.00 1.66 LDF4-50A(1/2) C No No Inside Pole 30.00-0.00 2 No Ice 0.00 0.15 1/2"Ice 0.00 0.15 1"Ice 0.00 0.15 Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR AF CAAA CAAA Weight Sectio Elevation In Face Out Face n" ft ft2 ft2 ft2 112 K L1 109.00-89.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.14 L2 89.00-69.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.42 L3 69.00-18.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 1.91 L4 18.00-0.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.68 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice AR AF CAAA CAAA Weight Sectio Elevation or Thickness In Face Out Face n ft Leg in ft2 ft2 ft2 ft2 K L1 109.00-89.00 A 0.949 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.14 L2 89.00-69.00 A 0.928 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.42 L3 69.00-18.00 A 0.874 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 1.91 L4 18.00-0.00 A 0.746 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.68 Feed Line Center of Pressure tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683,Revision 4 Page 10 Section Elevation CPx CPz CPx CPz Ice Ice It in in in in L1 109.00-89.00 0.0000 0.0000 0.0000 0.0000 L2 89.00-69.00 0.0000 0.0000 0.0000 0.0000 L3 69.00-18.00 0.0000 0.0000 0.0000 0.0000 L4 18.00-0.00 0.0000 0.0000 0.0000 0.0000 Note:For pole sections,center of pressure calculations do not consider feed line shielding. Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement or Type Horz Adjustment Leg Lateral Vert ft It ft ft Canister Loadl C None 0.000 109.00 Canister Load2 C None 0.000 99.00 Canister Load3 C None 0.000 89.00 Canister Load4 C None 0.000 79.00 Canister Load5 C None 0.000 69.00 10'x 36"OD Concealment Canister C None 0.000 104.00 10'x 34"OD Concealment Canister C None 0.000 94.00 10'x 34"OD Concealment Canister C None 0.000 84.00 10'x 34"OD Concealment Canister C None 0.000 75.00 Side Lighting A None 0.000 110.00 **109** DS4C06F36U6D A From Leg 0.50 0.000 109.00 0.00 7.00 **104** QS6658-3E A From Leg 0.50 0.000 104.00 0.00 0.00 QS6658-3E B From Leg 0.50 0.000 104.00 0.00 0.00 QS6658-3E C From Leg 0.50 0.000 104.00 0.00 0.00 CBC426T-DS-43 A From Leg 0.50 0.000 104.00 0.00 -2.00 CBC426T-DS-43 B From Leg 0.50 0.000 104.00 0.00 -2.00 CBC426T-DS-43 C From Leg 0.50 0.000 104.00 0.00 -2.00 CBC426T-DS-43 A From Leg 0.50 0.000 104.00 0.00 -3.00 CBC426T-DS-43 B From Leg 0.50 0.000 104.00 0.00 -3.00 CBC426T-DS-43 C From Leg 0.50 0.000 104.00 0.00 **94** -3:00 CWWX063X25G00 A From Leg 0.50 0.000 94.00 tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683, Revision 4 Page 11 Description Face Offset Offsets: Azimuth Placement or Type Horz Adjustment Leg Lateral Vert ft ft ft ft 0.00 0.00 CWWX063X25G00 B From Leg 0.50 0.000 94.00 0.00 0.00 CWWX063X25G00 C From Leg 0.50 0.000 94.00 0.00 0.00 FDA3P5002-1C A From Leg 0.50 0.000 94.00 0.00 -2.00 FDAV5002-1C B From Leg 0.50 0.000 94.00 0.00 -2.00 FDA3P5002-1 C C From Leg 0.50 0.000 94.00 0.00 -2.00 FDA3P5002-1C A From Leg 0.50 0.000 94.00 0.00 -4.00 FDA3P5002-1C B From Leg 0.50 0.000 94.00 0.00 -4.00 FDA3P5002-1 C C From Leg 0.50 0.000 94.00 0.00 -4.00 •,84•* (2)SBNHH-1 D65B A From Leg 0.50 0.000 84.00 0.00 1.00 SBNHH-1D65B B From Leg 0.50 0.000 84.00 0.00 1.00 (2)KRY 112 144/1 A From Leg 0.50 0.000 84.00 0.00 -4.00 KRY 112 144/1 B From Leg 0.50 0.000 84.00 0.00 -4.00 (2)782 11066 A From Leg 0.50 0.000 84.00 0.00 -2.00 782 11066 B From Leg 0.50 0.000 84.00 0.00 -2.00 •+74•• FVV-65B-R3 A From Leg 0.50 0.000 74.00 0.00 0.00 FVV-65B-R3 B From Leg 0.50 0.000 74.00 0.00 0.00 FVV-65B-R3 C From Leg 0.50 0.000 74.00 0.00 0.00 CDX623T-DS A From Leg 0.50 0.000 74.00 0.00 0.00 CDX623T-DS B From Leg 0.50 0.000 74.00 0.00 0.00 (2)CDX623T-DS C From Leg 0.50 0.000 74.00 0.00 0.00 RDIDC-9181-PF-48 A From Leg 0.50 0.000 74.00 tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683, Revision 4 Page 12 Description Face Offset Offsets: Azimuth Placement or Type Horz Adjustment Leg Lateral Vert ft ft ft ft 0.00 0.00 **30** FRX450 A From Leg 4.00 0.000 30.00 0.00 3.00 FRX450 C From Leg 4.00 0.000 30.00 0.00 3.00 Side Arm Mount[SO 701-1] A From Leg 2.00 0.000 30.00 0.00 0.00 Side Arm Mount[SO 701-1] C From Face 2.00 0.000 30.00 0.00 0.00 4'x 2"Mount Pipe A From Leg 4.00 0.000 30.00 0.00 0.00 4'x 2"Mount Pipe C From Leg 4.00 0.000 30.00 0.00 0.00 Load Combinations Comb. Description No. 1 Dead Only 2 1.2 Dead+1.0 Wind 0 deg-No Ice 3 0.9 Dead+1.0 Wind 0 deg-No Ice 4 1.2 Dead+1.0 Wind 30 deg-No Ice 5 0.9 Dead+1.0 Wind 30 deg-No Ice 6 1.2 Dead+1.0 Wind 60 deg-No Ice 7 0.9 Dead+1.0 Wind 60 deg-No Ice 8 1.2 Dead+1.0 Wind 90 deg-No Ice 9 0.9 Dead+1.0 Wind 90 deg-No Ice 10 1.2 Dead+1.0 Wind 120 deg-No Ice 11 0.9 Dead+1.0 Wind 120 deg-No Ice 12 1.2 Dead+1.0 Wind 150 deg-No Ice 13 0.9 Dead+1.0 Wind 150 deg-No Ice 14 1.2 Dead+1.0 Wind 180 deg-No Ice 15 0.9 Dead+1.0 Wind 180 deg-No Ice 16 1.2 Dead+1.0 Wind 210 deg-No Ice 17 0.9 Dead+1.0 Wind 210 deg-No Ice 18 1.2 Dead+1.0 Wind 240 deg-No Ice 19 0.9 Dead+1.0 Wind 240 deg-No Ice 20 1.2 Dead+1.0 Wind 270 deg-No Ice 21 0.9 Dead+1.0 Wind 270 deg-No Ice 22 1.2 Dead+1.0 Wind 300 deg-No Ice 23 0.9 Dead+1.0 Wind 300 deg-No Ice 24 1.2 Dead+1.0 Wind 330 deg-No Ice 25 0.9 Dead+1.0 Wind 330 deg-No Ice 26 1.2 Dead+1.0 Ice+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683, Revision 4 Page 13 Comb. Description No. 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 39 Dead+Wind 0 deg-Service 40 Dead+Wind 30 deg-Service 41 Dead+Wind 60 deg-Service 42 Dead+Wind 90 deg-Service 43 Dead+Wind 120 deg-Service 44 Dead+Wind 150 deg-Service 45 Dead+Wind 180 deg-Service 46 Dead+Wind 210 deg-Service 47 Dead+Wind 240 deg-Service 48 Dead+Wind 270 deg-Service 49 Dead+Wind 300 deg-Service 50 Dead+Wind 330 deg-Service Maximum Member Forces Sectio Elevation Component Condition Gov. Axial Major Axis Minor Axis n It Type Load Moment Moment No. Comb. K kip-ft kip-ft L1 109-89 Pole Max Tension 2 0.00 -0.00 -0.00 Max.Compression 26 -3.39 -0.00 0.08 Max.Mx 8 -1.67 -20.68 0.02 Max.My 2 -1.67 -0.00 20.71 Max.Vy 8 1.36 -15.32 0.02 Max.Vx 2 -1.36 -0.00 15.35 Max.Torque 8 0.12 L2 89-69 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -8.61 -0.12 0.35 Max.Mx 8 -5.21 -67.45 0.12 Max.My 2 -5.21 -0.04 67.54 Max.Vy 8 2.68 -43.55 0.11 Max.Vx 2 -2.68 -0.05 43.61 Max.Torque 20 -0.13 L3 69-18 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -17.77 0.17 0.52 Max.Mx 20 -12.36 289.37 0.23 Max.My 2 -12.36 0.14 288.96 Max.Vy 20 -6.80 289.37 0.23 Max.Vx 2 -6.73 0.14 288.96 Max.Torque 6 0.39 L4 18-0 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -23.03 0.17 0.52 Max.Mx 20 -16.69 462.18 0.23 Max.My 2 -16.69 0.14 460.24 Max.Vy 20 -8.36 462.18 0.23 Max.Vx 2 -8.30 0.14 460.24 Max.Torque 6 0.39 Maximum Reactions Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load K K K Comb. Pole Max.Vert 26 23.03 -0.00 0.00 Max.Hx 20 16.69 8.36 0.00 Max.H. 2 16.69 0.00 8.29 Max.Mx 2 460.24 0.00 8.29 Max.M= 8 461.89 -8.36 0.00 tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683,Revision 4 Page 14 Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load K K K Comb. Max.Torsion 6 0.39 -7.24 4.15 Min.Vert 17 12.52 4.18 -7.18 Min.H. 8 16.69 -8.36 0.00 Min.HZ 14 16.69 0.00 -8.29 Min.Mx 14 -459.78 0.00 -8.29 Min.MZ 20 -462.18 8.36 0.00 Min.Torsion 18 -0.39 7.24 -4.15 Tower Mast Reaction Summary Load Vertical Shear, Shear Overturning Overturning Torque Combination Moment,MX Moment,MZ K K K kip-ft kip-ft kip-ft Dead Only 13.91 0.00 0.00 -0.19 0.12 0.00 1.2 Dead+1.0 Wind 0 deg- 16.69 -0.00 -8.29 -460.24 0.14 -0.28 No Ice 0.9 Dead+1.0 Wind 0 deg- 12.52 0.00 -8.29 -457.37 0.11 -0.28 No Ice 1.2 Dead+1.0 Wind 30 deg- 16.69 4.18 -7.18 -398.61 -230.88 -0.39 No Ice 0.9 Dead+1.0 Wind 30 deg- 12.52 4.18 -7.18 -396.12 -229.51 -0.39 No Ice 1.2 Dead+1.0 Wind 60 deg- 16.69 7.24 -4.15 -230.23 -399.99 -0.39 No Ice 0.9 Dead+1.0 Wind 60 deg- 12.52 7.24 -4.15 -228.77 -397.59 -0.39 No Ice 1.2 Dead+1.0 Wind 90 deg- 16.69 8.36 0.00 -0.23 -461.89 -0.29 No Ice 0.9 Dead+1.0 Wind 90 deg- 12.52 8.36 0.00 -0.17 -459.12 -0.29 No Ice 1.2 Dead+1.0 Wind 120 deg 16.69 7.24 4.15 229.77 -399.99 -0.11 -No Ice 0.9 Dead+1.0 Wind 120 deg 12.52 7.24 4.15 228.43 -397.59 -0.11 -No Ice 1.2 Dead+1.0 Wind 150 deg 16.69 4.18 7.18 398.15 -230.88 0.10 -No Ice 0.9 Dead+1.0 Wind 150 deg 12.52 4.18 7.18 395.78 -229.51 0.10 -No Ice 1.2 Dead+1.0 Wind 180 deg 16.69 -0.00 8.29 459.78 0.14 0.28 -No Ice 0.9 Dead+1.0 Wind 180 deg 12.52 0.00 8.29 457.03 0.11 0.28 -No Ice 1.2 Dead+1.0 Wind 210 deg 16.69 -4.18 7.18 398.15 231.16 0.39 -No Ice 0.9 Dead+1.0 Wind 210 deg 12.52 -4.18 7.18 395.78 229.72 0.39 -No Ice 1.2 Dead+1.0 Wind 240 deg 16.69 -7.24 4.15 229.77 400.28 0.39 -No Ice 0.9 Dead+1.0 Wind 240 deg 12.52 -7.24 4.15 228.43 397.80 0.39 -No Ice 1.2 Dead+1.0 Wind 270 deg 16.69 -8.36 0.00 -0.23 462.18 0.29 -No Ice 0.9 Dead+1.0 Wind 270 deg 12.52 -8.36 0.00 -0.17 459.33 0.29 -No Ice 1.2 Dead+1.0 Wind 300 deg 16.69 -7.24 -4.15 -230.23 400.28 0.11 -No Ice 0.9 Dead+1.0 Wind 300 deg 12.52 -7.24 -4.15 -228.77 397.81 0.11 -No Ice 1.2 Dead+1.0 Wind 330 deg 16.69 -4.18 -7.18 -398.61 231.16 -0.10 -No Ice 0.9 Dead+1.0 Wind 330 deg 12.52 -4.18 -7.18 -396.12 229.72 -0.10 -No Ice 1.2 Dead+1.0 Ice+1.0 Temp 23.03 0.00 -0.00 -0.52 0.17 0.00 1.2 Dead+1.0 Wind 0 23.03 0.00 -2.60 -158.74 0.17 -0.07 deg+1.0 Ice+1.0 Temp tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683, Revision 4 Page 15 Load Vertical Shear, Shear Overturning Overturning Torque Combination Moment,M, Moment,MZ K K K kip-ft kip-ft kip-ft 1.2 Dead+1.0 Wind 30 23.03 1.31 -2.26 -137.54 -79.21 -0.09 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 60 23.03 2.27 -1.30 -79.64 -137.31 -0.10 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 90 23.03 2.62 -0.00 -0.54 -158.58 -0.08 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 120 23.03 2.27 1.30 78.56 -137.31 -0.03 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 150 23.03 1.31 2.26 136.47 -79.21 0.02 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 23.03 0.00 2.60 157.66 0.17 0.07 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 210 23.03 -1.31 2.26 136.47 79.54 0.09 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 240 23.03 -2.27 1.30 78.56 137.65 0.10 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 270 23.03 -2.62 -0.00 -0.54 158.92 0.08 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 300 23.03 -2.27 -1.30 -79.64 137.65 0.03 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 330 23.03 -1.31 -2.26 -137.54 79.55 -0.02 deg+1.0 Ice+1.0 Temp Dead+Wind 0 deg-Service 13.91 0.00 -1.72 -95.03 0.12 -0.06 Dead+Wind 30 deg-Service 13.91 0.87 -1.49 -82.32 -47.51 -0.08 Dead+Wind 60 deg-Service 13.91 1.50 -0.86 -47.61 -82.37 -0.08 Dead+Wind 90 deg-Service 13.91 1.73 0.00 -0.19 -95.14 -0.06 Dead+Wind 120 deg- 13.91 1.50 0.86 47.23 -82.37 -0.02 Service Dead+Wind 150 deg- 13.91 0.87 1.49 81.94 -47.51 0.02 Service Dead+Wind 180 deg- 13.91 0.00 1.72 94.64 0.12 0.06 Service Dead+Wind 210 deg- 13.91 -0.87 1.49 81.94 47.74 0.08 Service Dead+Wind 240 deg- 13.91 -1.50 0.86 47.23 82.61 0.08 Service Dead+Wind 270 deg- 13.91 -1.73 0.00 -0.19 95.37 0.06 Service Dead+Wind 300 deg- 13.91 -1.50 -0.86 -47.61 82.61 0.02 Service Dead+Wind 330 deg- 13.91 -0.87 -1.49 -82.32 47.74 -0.02 Service Solution Summary Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K K K K K 1 0.00 -13.91 0.00 0.00 13.91 0.00 0.000% 2 0.00 -16.69 -8.29 0.00 16.69 8.29 0.000% 3 0.00 -12.52 -8.29 0.00 12.52 8.29 0.000% 4 4.18 -16.69 -7.18 -4.18 16.69 7.18 0.000% 5 4.18 -12.52 -7.18 -4.18 12.52 7.18 0.000% 6 7.24 -16.69 -4.15 -7.24 16.69 4.15 0.000% 7 7.24 -12.52 -4.15 -7.24 12.52 4.15 0.000% 8 8.36 -16.69 0.00 -8.36 16.69 0.00 0.000% 9 8.36 -12.52 0.00 -8.36 12.52 0.00 0.000% 10 7.24 -16.69 4.15 -7.24 16.69 -4.15 0.000% 11 7.24 -12.52 4.15 -7.24 12.52 -4.15 0.000% 12 4.18 -16.69 7.18 -4.18 16.69 -7.18 0.000% 13 4.18 -12.52 7.18 -4.18 12.52 -7.18 0.000% 14 0.00 -16.69 8.29 0.00 16.69 -8.29 0.000% 15 0.00 -12.52 8.29 0.00 12.52 -8.29 0.000% 16 -4.18 -16.69 7.18 4.18 16.69 -7.18 0.000% 17 -4.18 -12.52 7.18 4.18 12.52 -7.18 0.000% 18 -7.24 -16.69 4.15 7.24 16.69 -4.15 0.000% tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683, Revision 4 Page 16 Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K K K K K 19 -7.24 -12.52 4.15 7.24 12.52 -4.15 0.000% 20 -8.36 -16.69 0.00 8.36 16.69 0.00 0.000% 21 -8.36 -12.52 0.00 8.36 12.52 0.00 0.000% 22 -7.24 -16.69 -4.15 7.24 16.69 4.15 0.000% 23 -7.24 -12.52 -4.15 7.24 12.52 4.15 0.000% 24 -4.18 -16.69 -7.18 4.18 16.69 7.18 0.000% 25 -4.18 -12.52 -7.18 4.18 12.52 7.18 0.000% 26 0.00 -23.03 0.00 -0.00 23.03 0.00 0.000% 27 0.00 -23.03 -2.60 -0.00 23.03 2.60 0.000% 28 1.31 -23.03 -2.26 -1.31 23.03 2.26 0.000% 29 2.27 -23.03 -1.30 -2.27 23.03 1.30 0.000% 30 2.62 -23.03 0.00 -2.62 23.03 0.00 0.000% 31 2.27 -2103 1.30 -2.27 23.03 -1.30 0.000% 32 1.31 -23.03 2.26 -1.31 23.03 -2.26 0.000% 33 0.00 -23.03 2.60 -0.00 23.03 -2.60 0.000% 34 -1.31 -23.03 2.26 1.31 23.03 -2.26 0.000% 35 -2.27 -23.03 1.30 2.27 23.03 -1.30 0.000% 36 -2.62 -23.03 0.00 2.62 23.03 0.00 0.000% 37 -2.27 -23.03 -1.30 2.27 23.03 1.30 0.000% 38 -1.31 -23.03 -2.26 1.31 23.03 2.26 0.000% 39 0.00 -13.91 -1.72 0.00 13.91 1.72 0.000% 40 0.87 -13.91 -1.49 -0.87 13.91 1.49 0.000% 41 1.50 -13.91 -0.86 -1.50 13.91 0.86 0.000% 42 1.73 -13.91 0.00 -1.73 13.91 0.00 0.000% 43 1.50 -13.91 0.86 -1.50 13.91 -0.86 0.000% 44 0.87 -13.91 1.49 -0.87 13.91 -1.49 0.000% 45 0.00 -13.91 1.72 0.00 13.91 -1.72 0.000% 46 -0.87 -13.91 1.49 0.87 13.91 -1.49 0.000% 47 -1.50 -13.91 0.86 1.50 13.91 -0.86 0.000% 48 -1.73 -13.91 0.00 1.73 13.91 0.00 0.000% 49 -1.50 -13.91 -0.86 1.50 13.91 0.86 0.000% 50 -0.87 -13.91 -1.49 0.87 13.91 1.49 0.000% Non-Linear Convergence Results tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683,Revision 4 Page 17 Load Converged? Number Displacement Force Combination of Cycles Tolerance Tolerance 1 Yes 4 0.00000001 0.00000001 2 Yes 4 0.00000001 0.00068396 3 Yes 4 0.00000001 0.00024652 4 Yes 5 0.00000001 0.00014547 5 Yes 5 0.00000001 0.00006696 6 Yes 5 0.00000001 0.00016976 7 Yes 5 0.00000001 0.00007961 8 Yes 4 0.00000001 0.00086463 9 Yes 4 0.00000001 0.00043567 10 Yes 5 0.00000001 0.00014011 11 Yes 5 0.00000001 0.00006442 12 Yes 5 0.00000001 0.00016093 13 Yes 5 0.00000001 0.00007520 14 Yes 4 0.00000001 0.00067982 15 Yes 4 0.00000001 0.00024544 16 Yes 5 0.00000001 0.00016140 17 Yes 5 0.00000001 0.00007550 18 Yes 5 0.00000001 0.00013975 19 Yes 5 0.00000001 0.00006425 20 Yes 4 0.00000001 0.00086400 21 Yes 4 0.00000001 0.00043548 22 Yes 5 0.00000001 0.00016922 23 Yes 5 0.00000001 0.00007934 24 Yes 5 0.00000001 0.00014578 25 Yes 5 0.00000001 0.00006717 26 Yes 4 0.00000001 0.00000701 27 Yes 5 0.00000001 0.00009051 28 Yes 5 0.00000001 0.00011924 29 Yes 5 0.00000001 0.00012517 30 Yes 5 0.00000001 0.00009166 31 Yes 5 0.00000001 0.00011496 32 Yes 5 0.00000001 0.00011957 33 Yes 5 0.00000001 0.00008840 34 Yes 5 0.00000001 0.00011893 35 Yes 5 0.00000001 0.00011437 36 Yes 5 0.00000001 0.00009123 37 Yes 5 0.00000001 0.00012443 38 Yes 5 0.00000001 0.00011855 39 Yes 4 0.00000001 0.00002392 40 Yes 4 0.00000001 0.00003150 41 Yes 4 0.00000001 0.00004633 42 Yes 4 0.00000001 0.00003354 43 Yes 4 0.00000001 0.00003137 44 Yes 4 0.00000001 0.00003914 45 Yes 4 0.00000001 0.00002331 46 Yes 4 0.00000001 0.00003950 47 Yes 4 0.00000001 0.00003134 48 Yes 4 0.00000001 0.00003344 49 Yes 4 0.00000001 0.00004586 50 Yes 4 0.00000001 0.00003146 Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° ° L1 109-89 8.44 39 1.422 0.016 L2 89-69 3.62 39 0.583 0.002 L3 69-18 1.80 49 0.220 0.000 L4 22.75-0 0.23 49 0.086 0.000 Critical Deflections and Radius of Curvature - Service Wind tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683, Revision 4 Page 18 Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft 110.00 Side Lighting 39 8.44 1.422 0.016 4328 109.00 Canister Loadl 39 8.44 1.422 0.016 4328 104.00 10'x 36"OD Concealment 39 7.06 1.186 0.012 4328 Canister 99.00 Canister Load2 39 5.75 0.961 0.007 2164 94.00 10'x 34"OD Concealment 39 4.58 0.756 0.004 1442 Canister 89.00 Canister Load3 39 3.62 0.583 0.002 1177 84.00 10'x 34"OD Concealment 39 2.91 0.448 0.000 1415 Canister 79.00 Canister Load4 50 2.41 0.347 0.000 2048 75.00 10'x 34"OD Concealment 49 2.13 0.286 0.000 3186 Canister 74.00 FW-65B-R3 49 2.06 0.273 0.000 3701 69.00 Canister Load5 49 1.80 0.220 0.000 11251 30.00 FRX450 48 0.37 0.097 0.000 15053 Maximum Tower Deflections - Design Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° L1 109-89 40.86 2 6.882 0.076 L2 89-69 17.54 6 2.827 0.008 L3 69-18 8.72 20 1.066 0.001 L4 22.75-0 1.11 20 0.416 0.001 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature It Comb. in ft 110.00 Side Lighting 2 40.86 6.882 0.076 911 109.00 Canister Loadl 2 40.86 6.882 0.076 911 104.00 10'x 36"OD Concealment 2 34.19 5.743 0.055 911 Canister 99.00 Canister Load2 2 27.85 4.654 0.036 454 94.00 10'x 34"OD Concealment 8 22.19 3.666 0.020 302 Canister 89.00 Canister Load3 6 17.54 2.827 0.008 245 84.00 10'x 34"OD Concealment 6 14.11 2.173 0.001 294 Canister 79.00 Canister Load4 22 11.71 1.684 0.001 424 75.00 10'x 34"OD Concealment 20 10.32 1.390 0.001 659 Canister 74.00 FW-65B-R3 20 10.02 1.327 0.001 765 69.00 Canister Load5 20 8.72 1.066 0.001 2315 30.00 FRX450 20 1.79 0.471 0.001 3107 Compression Checks Pole Design Data tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683, Revision 4 Page 19 Section Elevation Size L Ln KI/r A P„ �Pn Ratio No. P. ft ft ft int K K �Pn L1 109-89(1) TP4.5x4.5x0.5 20.00 0.00 0.0 6.2832 -1.67 424.12 0.004 L2 89-69(2) TP8x8xl 20.00 0.00 0.0 21.991 -5.21 831.26 0.006 1 L3 69-18(3) TP37.14x300.2188 51.00 0.00 0.0 25.173 -12.36 1472.63 0.008 2 L4 18-0(4) TP39.22x36.0375x0.25 22.75 0.00 0.0 30.922 -16.69 1808.98 0.009 7 Pole Bending Design Data Section Elevation Size Mux Wnx Ratio M„y �Mny Ratio No. Mux Muy ft kip-ft kip-ft �Mnx kip-ft kip-ft Wny L1 109-89(l) TP4.5x4.5x0.5 20.71 45.23 0.458 0.00 45.23 0.000 L2 89-69(2) TP8x8x1 67.54 155.40 0.435 0.00 155.40 0.000 L3 69-18(3) TP37.14x300.2188 289.37 1149.30 0.252 0.00 1149.30 0.000 L4 18-0(4) TP39.22x36.03750.25 462.18 1562.49 0.296 0.00 1562.49 0.000 Pole Shear Design Data Section Elevation Size Actual �Vn Ratio Actual �Tn Ratio No. V. V„ T„ Tu ft K K 777y Vn kip-ft kip-ft �Tn L1 109-89(l) TP4.5x4.5x0.5 1.33 127.24 0.010 0.00 44.74 0.000 L2 89-69(2) TP8x8xl 2.63 249.38 0.011 0.06 153.47 0.000 L3 69-18(3) TP37.14x300.2188 6.80 441.79 0.015 0.29 1402.74 0.000 L4 18-0(4) TP39.22x36.0375x0.25 8.36 542.69 0.015 0.29 1852.10 0.000 Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. Pu Mux M„y V. T„ Stress Stress ft �Pn �Mnx WM y �Vn +Tn Ratio Ratio L1 109-89(l) 0.004 0.458 0.000 0.010 0.000 0.462 1.050 4.8.2 L2 89-69(2) 0.006 0.435 0.000 0.011 0.000 0.441 1.050 4.8.2 L3 69-18(3) 0.008 0.252 0.000 0.015 0.000 0.260 1.050 4.8.2 L4 18-0(4) 0.009 0.296 0.000 0.015 0.000 0.305 1.050 4.8.2 Section Capacity Table Section Elevation Component Size Critical ' P 0P.1/- % Pass No. ft Type Element K K Capacity Fail L1 109-89 Pole TP4.5x4.5x0.5 1 -1.67 445.32 44.0 Pass L2 89-69 Pole TP8x8xl 2 -5.21 872.83 42.0 Pass L3 69-18 Pole TP37.14x300.2188 3 -12.36 1546.26 24.8 Pass L4 18-0 Pole TP39.22x36.0375x0.25 4 -16.69 1899.43 29.1 Pass Summary Pole(L1) 44.0 Pass tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683,Revision 4 Page 20 Section Elevation Component Size Critical P oPar/ow % Pass No ft Type Element K K Capacity Fail RATING= 44.0 Pass tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683, Revision 4 Page 21 APPENDIX B BASE LEVEL DRAWING tnxTower Report-version 8.1.1.0 �e L� I (OTHER CONSIDERED EQUIPMENT) / (12) 1-1/4'TO 104 Fr LEVEL ®` `♦ Q. (OTHER CONSIDERED EQUIPMENT) (18) 7/8'TO 84 Ff LEVEL , (PROPOSED FAUPYFM CON(1CURAIION) ` �♦ / / (1) 1-3/8•TO 74 Fr LEVEL (OTHER CONSIDERED EQUIPMENT) ♦0 / 2) 1/2'TO 30 Fr LEVEL (OTHER CONSIDERED EQUIPMENT) �) 1-s/ems TO 109 Fr LEVEL 12) 7/8-TO 94 Fr LEVEL August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683, Revision 4 Page 22 APPENDIX C ADDITIONAL CALCULATIONS tnxTower Report-version 8.1.1.0 CCI Flagpole Tool CROWN Site Data C CASTLE BU#: 857111 Site Name: EAST MARION Order#: 548683-Rev.4 Code Code:; TIA-222-H Ice Thickness: 1 in SFgNE Windspeed(V):. 128 mph Ice Wind Speed(V): 50 mph p STEFIFENMR Exposure Category: C FLANGE BULT F9t]l ES Topographic Feature:. N/A e� �t Risk Category: II Tower Information MFLATE Total Tower Height:; 109.ft Base Tower Height: 69 ft IIFLMGE PLATE QmPPE 4-saaInry IRAMO O�j Total Canister Length: 40 ft Number of Canister Assembly Sections:' 4 Mating Mating Canister Canister Flange Flange Plate Canister Canister Section Number of Sides plate Flange Vent Assembly Assembly Plate Plate Weight Weight Number*: Canister Section Tie; Ratio Length(ft): Length(ft): Diameter(in): Thickness Diameter (Kip): (Kip) (in)**: (in): 1 10 36 Round 6 0.25 35.5 0.65 0.091 0.188 0-0 2 10 34 Round 3 1.38 25.375 0.5 0.197 0.178 0-0 3 10 34 Round 6 0.25 33.5 0.65 0.081 0.178 0-0 4 10 34 Round 4 2.00 26.25 0.55 0.338 0.178 0-0 *Sections are numbered from the top of the tower down **Mating Flange Plate Thickness at the bottom of canister section Flag on Tower: No Truck Ball on Tower: No Geometry:Base Tower +Spine 857111_old.eri (last saved 04/1410:00 am) Top Bottom Wall Pole Height Above Section Lap Splice Diameter Diameter Thickness Bend Pole Base(ft) Length(ft) Length(ft) Number of Sides (in) (in) (in) Radius(in) Material Delete A513- 109 20 0 0 4.5 4.5 0.5 n/a D.O.M.-75 [x] 89 20 0 0 8 8 1 n/a A519 HFS [x] 69 51 4.75 18 30 37.14 0.21875 0.875 A572-65 [x] 22.75 22.75 0 18 36.0375 39.22 0.25 1 A572-65 [x] Page 1 of 2 CCI Flagpole Tool(2.2.0) Discrete Loads:CFAF for Canister Assembly _ Canister Apply CFAF at Canister Assembly Assembly Wei Canister Loading Elevation(z)n(z) No Icre(ftz) 1/2'IAF ce(ftZ) 1"Ice(ftz) 2"Ice(ftZ) 4"Ice(ftz) Weight No 1/2"Ice ft Ice(Kip) (Kip) Canister Load 1 109 6.750 16.958 17.417 18.333 20.167 0.094 0.206 Canister Load 2 99 13.125 33.000 33.917 35.750 39.417 0.274 0.491 Canister Load 3 89 12.750 32.083 33.000 34.833 38.500 0.375 0.586 Canister Load 4 79 12.750 32.083 33.000 34.833 38.500 0.259 0.470 Canister Load 5 69 6.375 16.042 16.500 17.417 19.250 0.427 0.532 Page 2 of 2 CCI Flagpole Tool(2.2.0) Monopole Flange Plate Connection Elevation=89 ft. CROWN U%OCASTLE BU# 857111' Applied Loadsi Site Name EAST MARION Moment(kip-ft) 20.71 Order# 548683-R Axial Force(kips) 1.67 Shear Force(kips) 1.33 TIA-222 Revision j H *TIA-222-H Section 15.5 Applied Top Plate-External Bottom Plate-External ------------ rj Q ............ ------ Connection Properties Bolt Data (6)3/4"0 bolts(A325 N;Fy=92 ksi,Fu=120 ksi)on 22"BC Top Plate Data Bottom Plate Data 24.5"OD x 1.375"Plate(A572-50;Fy=50 ksi,Fu=65 ksi) 25.375"OD x 1.375"Plate(A572-50;Fy=50 ksi,Fu=65 ksi) Top Stiffener Data Bottom Stiffener Data N/A N/A Top Pole Data Bottom Pole Data 4.5"x 0.5"round pole(A513-D.O.M.-75;Fy=75 ksi,Fu=100 ksi) 8"x 1"round pole(A519 HFS;Fy=42 ksi,Fu=60 ksi) Analysls;Resufts Bolt Capacity Max Load(kips) 7.25 Allowable(kips) 30.06 Stress Rating: 23.0% Pass Top Plate Capacity Bottom Plate Capacity Max Stress(ksi): Max Stress(ksi): Allowable Stress(ksi): Allowable Stress(ksi): Stress Rating: N/A Stress Rating: N/A Tension Side Stress Rating: N/A Tension Side Stress Rating: N/A CCIplate-Version 4.1.2 Analysis Date:8/17/2021 Monopole Flange Plate Connection Elevation=69 ft. CASTCROWNLE BU# 857111 Applied Loads Site Name EAST MARION Moment(kip-ft) 67.54 Crder# 548683-Rev.4 Axial Force(kips)1 5.21 Shear Force(kips)1 2.63 TIA-222 Revision j H *TIA-222-H Section 15.5 Applied Top Plate-External Bottom Plate-Internal Connection Properties Bolt Data (6)1"0 bolts(A325 N;Fy=92 ksi,Fu=120 ksi)on 22.5"BC Top Plate Data Bottom Plate Data 26.25"OD x 2"Plate(A572-50;Fy=50 ksi,Fu=65 ksi) 8"ID x 2"Plate(A572-50;Fy=50 ksi,Fu=65 ksi) Top Stiffener Data Bottom Stiffener Data N/A N/A Top Pole Data Bottom Pole Data 8"x I"round pole(A519 HFS;Fy=42 ksi,Fu=60 ksi) 30"x 0.21875"18-sided pole(A572-65;Fy=65 ksi,Fu=80 ksi) Analysis Results Bolt Capacity Max Load(kips) 23.13 Allowable(kips) 54.54 Stress Rating: 40.4% Pass Top Plate Capacity Bottom Plate Capacity Max Stress(ksi): Max Stress(ksi): Allowable Stress(ksi): Allowable Stress(ksi): Stress Rating: N/A Stress Rating: N/A Tension Side Stress Rating: N/A Tension Side Stress Rating: N/A CCIplate-Version 4.1.2 Analysis Date:8/17/2021 Monopole Base Plate Connection CROWN ` CASTLE MIND BU# 857111 Site Name EAST MARION " Order# 548683-Rev 4 -61 � I Analysis Considerations TIA-222 Revision H Grout Considered: No I„(in) 3.125 i Applied Loads Moment(kip-ft) 462.18 Axial Force(kips) 16.69 Shear Force(kips) 8.36 *TIA-222-H Section 15.5 Applied I 'o' Connection Properties Analysis Results Anchor Rod Data Anchor Rod Summary (units of kips,kip-in) (4)2-1/4"0 bolts(A615-75 N;Fy=75 ksi,Fu=100 ksi)on 49"BC Pu_c=117.26 (�Pn_c=268.39 Stress Rating Vu=2.09 q)Vn=120.77 44.8% Base Plate Data Mu=4.25 4)Mn=128.14 Pass 44"W x 2"Plate(A572-50;Fy=50 ksi,Fu=65 ksi); Clip:4 in Base Plate Summary Stiffener Data Max Stress(ksi): 24.92 (Flexural) N/A Allowable Stress(ksi): 45 Stress Rating: 52.7% Pass Pole Data 39.22"x 0.25"18-sided pole(A572-65;Fy=65 ksi,Fu=80 ksi) CClplate-Version 4.1.2 Analysis Date:8/17/2021 Drilled Pier Foundation - CROWN '3U#: 857111 CAS'T'LE Site Name: EAST MARION _ Order Number: 548683-Re, TIA-222 Revison: H Tower Type: Mono ole Apply TIA-222-H Section 15.5: NIA Applied Loads Soil Lateral Check Compression Uplift Input Effective Depths(else Actual): Comp. Uplift D„_°(ft from TOC) 6.50 - Moment(kip-ft) 462.18 Soil Safety Factor 10.84 Chec Shear along Depth o Pier: Axial Force(kips) 16.69 Max Moment(kip-ft) 511.21 Utilize Shear-Friction Methodology: Shear Force(kips) 8.36 Rating* 11.7% Override Critical Depth: Soil Vertical Check Compression Uplift Material Properties Skin Friction(kips) 177.09 Concrete Strength,fc: 3 ksi End Bearing(kips) 1696.46 Rebar Stren 4th,F : 60 ksi Weight of Concrete(kips) 97.97 Tie Yield Strength,Fyt: 40 ksi Total Capacity(kips) 1873.55 Axial(kips) 114.66 I "CICPrimhgpPter u• Fns Rating* 5.8% Depthl 18.5 1 ft Reinforced Concrete Flexure Compression Uplift Ext.Above Gradel 0.75 ft Embedded Pat-Input- Critical Depth(ft from TOC) 6.34 Pier Section 1 Railed PiFP Input- Critical Moment(kip-ft) 511.14 From 0.75'above grade to 18.5'belowgrade Critical Moment Capacity 3322.55 - Pier Diameter 6 ft Rating* 14.7% - Rebar Quantity 16 Reinforced Concrete Shear Compression Upliit Rebar Size 11 Critical Depth(ft from TOC) 13.52 Clear Cover to Ties 4 in Critical Shear(kip) 70.63 Tie Size 5 Critical Shear Capacity 446.71. Tie Spacing 18 in Rating* 15.1% structural Foundation Rating*115.1% Soil Interaction Rating* 11.7% *Rating per TIA-222-H Section 15.5 Groundwater Depth 34 #of Layers 8 Calculated Calculated Ultimate Skin Ult.Gross Angle of Ultimate Skin Top Thickness &11 Yconvete Cohesion Ultimate Skin Ultimate Skin Friction Comp Bearing SPT Blow Layer Bottom(ft) Friction Friction Uplift Soil Type (ft) (ft) (pcf) (pcf) (ksf) Friction Comp Friction Uplift Override Capacity Count (degrees) (ksf) (ksf) (ksf) Override(ksf) (ksf) 1 0 0.5 0.5 100 150 0 0 0.000 0.000 0.00 0.00 Cohesionless 2 0.5 2 1.5 113 150 0 0 0.000 0.000 0.00 0.00 Cohesionless 31 2 4.167 2.167 1141 150 01 0 0.000 0:000 0.00 0.001 Cohesionless 4 4.167 5 0.833 114 150 0 45 0.000 0.000 0.26 0.261 Cohesionless 5 5 7 2 117 150 0 45 0.000 0.000 0.45 0.45 Cohesionless 6 7 10 3 117 150 0 45 0.000 0.000 0.64 0.64 Cohesionless 7 10 15 5 117 150 0 45 0.00 0.00 0.96 0.96 Cohesionless 8 15 18.5 3.5 115 150 0 45 0.00 0.00 1.34 1.34 80 Cohesionless Version 5.0.3 ASCE ASCE 7 Hazards Report Address: Standard: ASCE/SEI 7-16 Elevation: 36.05 ft(NAVD 88) No Address at This Risk Category: 11 Latitude: 41.128253 Location Soil Class: D- Default(see Longitude: -72.341308 Section 11.4.3) }�i•�_. �t - r7,y�� � �'� 7c+'��,,, +—.-�tnauu -'H:�smuuu ±a� ., - .aun IJ ldbn a a ' .n�" ✓ �.a7 ` ` y:\ �Sf♦ ,- �SF`- '-iVMnlrt 29:L S^..11en - NIdMI -_'- -r. y :��..•' '. .r - _` u^,uaneum ,•III 'ac,..w;..E-r uart.n * •.v o� _ S' —�:, y� �/' •N.c.,rr S.n muln<. onn,¢wul �� a�.t3� .1.L? •, s r :nmanae. 1 a,v�;•� N_`.^, `\.` -:;Xy w•.''#p_< i ,Lill~ `. �\\ '.�a. w� - f 3cvi[:w. ;Xit1111 nIIIlIh'rt. Wind Results: Wind Speed: 128 Vmph 10-year MRI 76 Vmph 25-year MRI 87 Vmph 50-year MRI 99 Vmph 100-year MRI 105 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1 B and Figs. CC.2-1—CC.2-4, and Section 26.5.2 Date Accessed: Thu Apr 01 2021 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours.Wind speeds are interpolated in accordance with the 7-16 Standard.Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability= 0.00143, MRI =700 years). Site is in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Glazed openings need not be protected against wind-borne debris. htWs:J/ .oaarm9I Page a of 3 Thu Apr 01 2021 ALISa Seismic Site Soil Class: D- Default(see Section 11.4.3) Results: Ss 0.183 Sp, 0.081 S, 0.051 TL 6 Fa 1.6 PGA : 0.1 F„ 2.4 PGA m : 0.16 SMS 0.292 FPGA 1.6 Sm, 0.122 le 1 SDS 0.195 C„ : 0.7 Seismic Design Category B AACER Res ase Spectrum Design Response Spectrum NOT ID 1I r- I i U2- ' --- - — -- --- i a D 2 3 4 5 �a 'a ilk 9 3 3 4 5 6 Sa(9)vs T(s) Sa(9)vs T(s) MCER Vertical Response SpectrumDesign Vertical Response Spectrum a _.. i {• i •••••••• i - ---- -...... --- --- •+••••s�� II0_62- IID 60.5 1.60 1a5 2.e U 0.5 t-0 1.5 2_0 Sa(9)vs T(s) Sa(9)vs T(s) Data Accessed: Thu Apr 01 2021 Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-16 and ASCE/SEI 7-16 Table 1.5-2.Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-16 Ch.21 are available from USGS. Ife9>h�sdR e�0a r�0 9.OnHrw Pane2of3 Thu Apr 012021 a�ea�zr�sao�w��n��e��s ]AS"a Ice Results: Ice Thickness: 1.00 in. Concurrent Temperature: 15 F Gust Speed: 50 mph Data Source: Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Date Accessed: Thu Apr 01 2021 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. The ASCE 7 Hazard Tool is provided for your convenience,for informational purposes only,and is provided"as is"and without warranties of any kind.The location data included herein has been obtained from information developed,produced,and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard.While ASCE has made every effort to use data obtained from reliable sources or methodologies,ASCE does not make any representations or warranties as to the accuracy,completeness,reliability, currency,or quality of any data provided herein.Any third-party links provided by this Tool should not be construed as an endorsement, affiliation,relationship,or sponsorship of such third-party content by or from ASCE. ASCE does not intend,nor should anyone interpret,the results provided by this Tool to replace the sound judgment of a competent professional,having knowledge and experience in the appropriate field(s)of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard. In using this Tool,you expressly assume all risks associated with your use.Under no circumstances shall ASCE or its officers,directors, employees,members,affiliates,or agents be liable to you or any other person for any direct,indirect,special,incidental,or consequential damages arising from or related to your use of,or reliance on,the Tool or any information obtained therein.To the fullest extent permitted by law,you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool. Unt9 l6 eld ra9t ,gin m� Page 3 of 3 Thu Apr 01 2021 NOTES 1. CONTRACTOR SHALL REED VERIFY All DIMENSIONS. • \ LL CONTRACTOR SHAMAINTAIN A 10'- MINIMUM NIMUM r SEPARATION BETWEEN THE PROPOSED GPS UNIT, AVE TRANSMITTING ANTENNAS AND EXISTING GPS UNITS 3. ANTENNAS AN 6 D MOUNTS OMNITED LARITY FOR C . d s h RECEIVED 5701 SOUTH SANTA FE DRIVE UTTLETON, CO 80120 EFEBO 7 2023 Southold Town Planning Board Fp^zi S. , IN KCH&PARRE110 1800Ft1¢e34.Saibm 101• a NLrsV07719 73231298001 LN ri t OF NEtV,' EXISTING BUILDING Q � EXISTING 1 1 PARKING 1 1 1 LOT IT IS A VIOLATION OF LAW FOR ANY PERSON, 1 1 UNLESS THEY ARE ACTING UNDER THE DIRECTION 1 1 OF A LICENSED PROFESSIONAL ENGINEER, E TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY:APPROVED BY: SEE COMPOUND SITE PLAN CJR T.A. PJT (SHEET A-1.1) EXISTING BUILDING RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION EXISTING A 0E/1V=1 155=FOR MM BUILDING I 03/01/2072 MGM PER COYIFHIS C OY/29/2072 W#6ED PER CMI A&E PROJECT NUMBER 2438H.001.071 DISH Wireless L.L.C. PROJECT INFORMATION NYNYCO2242A 9245 MAIN ROAD EAST MARION, NY 11939 SHEET TITLE OVERALL SITE PLAN 2 SHEET NUMBER A-1 OVERALL SITE PLAN NO SCALET I DISH W elm L.L.C.TEMPLATE VERSION 38 -07/23/2021 • SITE INFORMATION PROJECT DIRECTORY PROPERTY OWNER: EAST MARION FIRE DISTRICT APPLICANT: DISH Wireless L.L.C. %w ADDRESS: 9245 MAIN RD 5701 SOUTH SANTA FE DRIVE EAST MARION, NY 11939 LITTLETON, CO 80120 d.*.sh TOWER TYPE: MONOPOLE Wk*I"S_ TOWER OWNER: CROWN CASTLE TOWER CO SITE ID: 857111 20DO CORPORATE DRIVE SCOPE OF WORK 486-9, 7 15317 5701 SOUTH SANTA FE DRIVE TOWER APP NUMBER: 548883 (877(877) 486-9377 LITTLETON, CO 80120 cl ) [I THIS IS NOT AN ALL INCLUSIVE LIST. CONTRACTOR SHALL UTILIZE SPECIFIED EQUIPMENT PART OR ENGINEER COUNTY. SUFFOLK SITE DESIGNER: FRENCH & PARRELLO ASSOCIATES _ APPROVED EQUIVALENT. CONTRACTOR SHALL VERIFY ALL NEEDED EQUIPMENT TO PROVIDE A FUNCTIONAL SITE. 1800 ROUTE 34, SUITE 101 THE PROJECT GENERALLY CONSISTS OF THE FOLLOWING: voreless .. LATITUDE ("� �)° 41' 7. 53 IN N WALL. 12 07719 9800 7�IN ALL ( WORK: 41.128253 N 732-312-9800 • INSTALL (3) PROPOSED PANEL ANTENNAS (1 PER SECTOR) LONGITUDE (NAD 83): -72 20' 28.71' W • INSTALL (3) PROPOSED ANTENNA FLUSH MOUNTS (1 PER SECTOR) • INSTALL PROPOSED JUMPERS -72.341308 W • INSTALL(1) PROPOSED OVER VOLTAGE PROTECTION DEVICE (OVP) DISH fireless L.L.C. SITE I D: INSTALL(12) PROPOSED HYBRID CABLE ZONING JURISDICTION: TOWN of soLrnaoLn SITE ACQUISITION: NICHOLAS CURRY • INSTALL(1) PROPOSED CABLE CLAMP (480) 734-2434 Fp^1k • INSTALL (4) PROPOSED DWLEXRS A�Nr~v,� pr0 ZONING DISTRICT: R_4LAW DENSITY FREI &P Aif OF WORK: PARCEL NUL48ER: 7 nWRESIDENTIALCONSTRUCTION MANAGER: ARNALDO ARROYO -"ESNYNYC02242A JS (8INTALLL PROPOSED RRUS > 0 ,000-031-0 -03-00-011 (201) 892-5775 100Fbuw34.&A-1Q1•WWLNmJw-gU7719 INSTALL (1) PROPOSED METAL PLATFORM co -031 a 73231256M t 73223125601 • INSTALL (1) PROPOSED PPC CABINET cm O C OCCUPANCY GROUP: U RF ENGINEER: MURUGABIRAN JAYAPAL DISH Wireless L.L.C. SITE ADDRESS: INSTALL (1) PROPOSED MOWER Cr CABINET c - c • INSTALL(,) PROPOSED POWER ONWR � n � � (339) 227-7438 • INSTALL (1) PROPOSED TELCO CONDUIT U 0 FO CONSTRUCTION TYPE, II-B • INSTALL (1) PROPOSED TELCO-FIBER BOX t.i_ 9245 MAIN ROAD INSTALL (1) PROPOSED CPS UNIT - • INSTALL (1) PROPOSED SAFETY SWITCH (IF REQUIRED) POWER COMPANY: PSEG EAST MARION NY 11939 INSTALL `1' PROPOSED METE "O`E REQUIRED) � �� RJ.7 • INSTALL (,) PROPOSED METER SOCKET � •C`� 'J INSTALL 4 PROPOSED DIPLEXERS TELEPHONE COMPANY: TEA .V NEW YORK CODE COMPLIANCE SITE PHOTO DIRECTIONS ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF DIRECTIONS FROM DISH Wireless LLC. OFFICE: - THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO TURN LEFT ONTO ADP BLVD. TURN RIGHT ONTO CHOCTAW WAY. USE THE LEFT LANE TO TURN RIGHT ONTO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: LMNGSTON AVE USE THE RIGHT LANE TO TAKE THE RAMP ONTO 1-280 E. KEEP LEFT TO STAY ON 1-280 E TAKE THE TURNPIKE EXIT ON THE LEFT. MERGE ONTO 1-95 N. KEEP LEFT AT THE FORK. KEEP RIGHT TO STAY CODE TYPE 2 ON 1-95 N. KEEP RIGHT AT THE FORK TO CONTINUE ON CROSS BRONX EXPY. TAKE EXIT 8 TO MERGE ONTO BUILDING 2018 IBC CROSS ISLAND PKWY. TAKE EXIT 30E TOWARD I-495 E/LONG ISLAND EXPY. KEEP LEFT. USE THE LEFT LANE MECHANICAL 2018 IMC -• TO TAKE EXIT 73 FOR COUNTY RD 58/OLD COUNTRY RD TOWARD GREENPORT/ORES T. KEEP LEFT AND MERGE ELECTRICAL 2077 NEC ONTO COUNTY RD 58/OLD COUNTRY LTD. MERGE ONTO COUNTY RD 58/OLD COUNTRY RD. AT THE TRAFFIC R IS A VIOLATION OF TAW FOR ANY PERSON, CIRCLE. TAKE THE 2ND EXIT ONTO OLD COUNTRY RD. TURN LEFT ONTO NORTFMLLE TURNPIKE. TURN RIGHT UNLESS THEY ARE ACTING UNDER THE DIRECTION ONTO SOUND AVE CONTINUE ONTO COUNTY RD 48/MIDDLE RD. CONTINUE ONTO NY-25 E/MAIN RD. TURN OF A LICENSED PROFESSIONAL ENGINEER, LEFT. THE SITE WILL BE ON THE RIGHT. TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: PROVED BY: SHEET INDEX VICINITY MAP CJR T.A. PJT SHEET NO. SHEET TITLE REDS REV #: --- T-I TITLE SHEET CONSTRUCTION DOCUMENTS A-1 OVERALL SITE PLAN - SUBMITTALS A-1.1 COMPOUND AND ENLARGED SITE PLAN REV DATE DESCRIPTION A-2 ELEVATION. ANTENNA LAYOUT AND SCHEDULE - _ A 00/18/2021 ISSUED FOR REVIEW A-3 EQUIPMENT PLATFORM AND H-FRAME DETAILS _ - -- - 0 0,3/01/2022 WMED PER COMMENTS C 09/29/2022 REYISM PER CONENIS A-4 EQUIPMENT DETAILS A-5 EQUIPMENT DETAILS A-6 EQUIPMENT DETAILS E-1 ELECTRICAL/FIBER ROUTE PLAN AND NOTES UNDERGROUND SERVICE ALERT-NEW YORK 811 A&E PROJECT NUMBER E-2 ELECTRICAL DETAILS ,.-. UTILITY NOTIFICATION CENTER OF NEW YORK 2438H.001.071 E-3 ELECTRICAL ONE-LINE, FAULT CALCS & PANEL SCHEDULE (800)272-4480 • W W W.NEWYORK-811.COM DISH Wireless L.L.C. G-1 GROIN DING PLANS ANA NATES PROJECT INFORMATION G-2 GROUNDING DETAILS cA11 2 soranMG DAYS UTILITY ROlilfA110N PRIOR TO COF6'IRUC,gN G-3 GROUNDING DETAILS SITE LOCATION NYNYCO2242A 245 RF-1 RI CABLE COLOR CODE GENERAL NOTES tet. `s� EAST MARIONIN N 011939 THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FTs*a.Aneialar WILL LEGEND AND ABBREVIATIONS FOR ROUTINE MAINTENANCE. THE PROJECT WNOT RESULT IN ANY SIGNIFICANT D15RJRBANCE OR EFFECT ON TaktrnF�l4erg SHEET TITLE GN-2 GENERAL NOTES 19 SKaLAGEIS PROPOSB SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL TITLE SHEET GN-3 GENERAL NOTES GN-4 GENERAL NOTES AtboMr V*wV House 11"x17" PLOT WILL BEHALF SCALE UNLESS OTHERWISE NOTED Bed&Breakfast SHEET NUMBER 41 f(SSI CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS, AND CONDITIONS ON N azTer troTa THE JOB SRM,AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE T-1 SING WITH THE WORK. NO SCALE DISH WFeleas L.L.C. TEMPLATE VERSION 38 - 07/23/2021 NOTES 1. CONTRACTOR SHALL FlELD VERIFY ALL DIMENSIONS. CONTRACTOR SHALL MAINTAIN A 10`-0*MINIMUM r SEPARATION BETWEEN THE PROPOSED GFS UNIT. AVE_ TRANSMITTING ANTENNAS AND EXISTING GPS UNITS 3. ANTENNAS AND MOUNTS OMITTED FOR CLARITY d..sh 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 MH Im P®NUU R Q'S 1800TTosrDa3A.St3e 101. a U7719 732320 fW3ae _ OF IAO _ TNG y� �J" v I t i _ 'r1 / ✓ 1 X 1 j ; EXISTING BUILDING OO 1 x 1 EXISTING 1 1 PARKING 1 LOT IT IS A VIOLATION OF LAW FOR ANY PERSON, 1 � 1 UNLESS THEY ARE ACTING UNDER THE DIRECTION 1 OF A LICENSED PROFESSIONAL ENGINEER, 1 i TO ALTER THIS DOCUMENT. l , SEE COMPOUND AP DRAWN BY: CHECKED BY: PROVED BY. SITE PLAN CJR T.A. PJT (SHEET A-1.1) EXISTING BUILDING RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION EXISTING BUILDING A 69FOR MEN 8 0.1/01/2= LiEVISFD PER C0&WM C 09/2Y/2= REHIRE PFR COMMD05 A&E PROJECT NUMBER 2438H.001.071 DISH Wireless L.L.C. PROJECT INFORMATION NYNYCO2242A 9245 MAIN ROAD EAST MARION, NY 11939 SHEET TITLE OVERALL SITE PLAN SHEET NUMBER A-1 OVERALL SITE PLAN NO SCALE D191I *Wm L.L.C.TEMPTATE VERSION 38 - 07/23/2021 NOTES NOTES I. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 1. CONTRACTOR SHALL FELD VERIFY ALL DIMENSIONS. 2. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. 2. CONTRACTOR SWILL MAINTAIN A 10•-0"MINIMUM r SEPARATION BETWEEN THE PROPOSED GPS UNIT. 3. BROAD EASEMENT MGM THE GROUND LEASE PROVIDES TRANSMITTING ANTENNAS AND EXSTTNG GPS UNITS. PROPOSED FI USED BROAD/BLANKET UTILITY RIGHTS. 'PWR"AND 'FM'PATH VAULT TO BE USED DEPICTED ON A-1 AND E-1 ARE BASED ON BEST 3. ANTENIms AND MOUNTS OMITTED FOR CLAWTY. d.sh a MMP (IEET IE AVAILABLE INFORMATION INCLUDING BUT NOT LIMITED M POMn FOR am FIELD VERIFICATION. PRIOR PROJECT DOCUMENTATION AND FI SERVICE OTHER REAL PROPERTY MGM DOCUMENTS. WHEN INSTALLING THE UTILITIES PLEASE LOCATE AND FOLLOW EXISTING PATH. IF EXISTING PATH S NOT AN OPTION. 24'_5" EXISTING ACCESS PLEASE NOTIFY CROWN CASTLE REAL ESTATE AS FURTHER 5701 SOUTH SANTA FE DRIVE ROAD COORDINATION MAY K NEEDED LITTLETON, CO 80120 5'-0' PLA x 1 EXISTING 1 UTILITY • KEXI�Nl EXISTING 4' WIDE 1 H-FRAME CHAIN-UNK GATE3'-0" 20'-0' YEXISTING VNG ?ER --.yr----c::::e;;:-.----.-- - x HTIUF�NMEEXISTING 0 1TRANSFORMER �x� �a���� ��Y�f R IRiye1<Llsi'..LLO PAD m 1/ ; i ASSOCIATES (9'-0" x 23'-0•) 1 1 1 1 /A; 1 ISM RxrDa 34,SLIte 101.V%WL Naw Jm mU7719 10 I LL a 732.312SWO F.732.312.98010SEE EIKARGtD 1SITE PLAN 1 IDGE _ _-- -- - -- - -x x x. �.--x---- -- r+�J _ x x X x x x x x -� , Krt (W NEW Y, X x x x x x x x � EXISTING 18•-11" I SEE EQUPMETNf 5 CHAIN-LINK I LAYOUT (SHEET EXISTING 12• WIDE ICE FENCE x x I EXISTING 4' WIDE n A-3) BRIDGE �• o x CHAIN-LINK GATE ^ at A-2 I I 1 Y 6.0 1• 2' 3' 4' 5' 6' 7' 1iJT' EXISTING PAD ENLARGED SITE PLAN 2 (2'-2" x 4'-4' 3/8_=1.-O. EXISTING PAD EXISTING PAD (10'-0" x 22'-0') IT IS A VIOLATION OF LAW FOR ANY PERSON, n I (8'-0• x 22'-0") x "� I UNLESS THEY ARE ACTING UNDER THE DIRECTION N ,O OF A LICENSED PROFESSIONAL ENGINEER. 1 TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY:APPROVED BY: EXISTING 4' WIDE EXISTING CONCEALMENT CJR T.A. PJT EXISTING 4' WIDE CHAIN-LINK GATE MONOPOLE Lw}� _•� CHAIN-UNK GATE -t DISH PROPOSED LOCATION ' RFos REV : _-- x EQUIPMENT OF DISH FIBER J-BOX CONSTRUCTION LOCATION MEET POINT DOCUMENTS X x x _x _x x PROPOSED 2" UG_ SUBMITTALS REV DATE DESCRIPTION CONDUIT FOR DISH A I 06/IVMI I W=FM,M, ` ELECTRIC SERVICE. I103/01/20221RINSED PER COMoas EXISTING ICE BRIDGE (TYP) 40 -"- C 09/29/2= NEVEM PER OIMMIN16 12'-0" B'-o• DISH TO PULL NEW POWER FROM EXISTING TRANSFORMER A&E PROJECT NUMBER 2438H.001.071 DISH Wireless L.LC. PROJECT INFORMATION NYNYCO2242A 9245 MAIN ROAD EAST MARION, NY 11939 SHEET TITLE COMPOUND AND ENLARGED SITE PLAN SHEET NUMBER 6' 4' 2• 0 5' 10 A-1 .1 COMPOUND SITE PLAN 3/16'=1'-0" PROPOSED UTILITY DIAGRAM F311 DISH WWohm LLC. TEMPLATE VERSION 35 - 07/23/2021 NOTES 1. CONTRACTOR SHNl FIELD VERIFY ALL D&UM1100M • 2.ANTENNA AND MW DISH SPECIFICATIONS REFER TO v ANTENNA SCHEDULE AND TO FINAL CONSTRUCTION REDS FOR ALL RF DETAILS d..sh 3. EXISITNG EQUIPMENT AND FENCE OMITTED FOR CLARITY. vAreMn- 36'DLA. 5701 SOUTH SANTA FE DRIVE 3• MIN. SPACE TO DETERMINE LTTTLETON, CO 80120 THE SIZE OF THE CANM70 PROPOSED DEN Wimleee LLC.ANTENNA At (TYP. OF(1) PER SECTOR. (3)TOTAL) EXISTING EQUIPMENT EXISTING MAST TOP EL 0 114'-9"AGL PROPOSED DISH Wf�eleaa EXISTING BEACON LLC. MOUNT TOP EL. 0 111'-0"AGL EXISTING EQUIPMENT TOP EL. 0 109'-0"AGL Bl EXISTING CONCEALMENT MONOPOLE TOP EL. ® 109'-0" AGL '�� 1 I C1 1800ITmte34.Suks 101.WzdLNew Je seyO7719 tt 732312.9800 f.732.312.9801 I I EXISTING AT&T PANEL ANTENNA I I RAD CENTER ® 104'-0"AGL I I PROPOSED DISH Wirshm LLC. CANISTER ANTENNA RAD CENTER ® 75'-9' A.G.L. EXISTING VERIZON PANEL ANTENNAxi.� • I I RAD CENTER ® 94'-0"AGL ��� JL �� I I oj c�3 1 1 Z EXISTING T-MOBILE PANEL ANTENNA ytq z 1 I RAD CENTER ® 84'-0"AGL 8 Qui 1 1 (1)PROPOSED DISH WFeko LLC.OVIP I I RAD CENTER O 78'-6-AG I I (3)PROPOSED DISH ftdow LL.C.AWDft4S OL I I RID CENTER O 74--0-AGL I I IT IS A VIOLATION OF LAW FOR ANY PERSON, I NU ESS THEY ARE ACTING UNDER THE DIRECTION I OF A LICENSED PROFESSIONAL ENGINEER. I TO ALTER THIS DOCUMENT. I 3- 0 1' 2' DRAWN BY: CHECKED BY:APPROVED BY: I ANTENNA LAYOUT (12) PROPOSED DISH WimIm LLC. HYBRID CABLE INSIDE OOSDNO MONOPOLE I EXISTING MONOPOLE REDS REV : --- I CONSTRUCTION I ANTENNA TRANSMISSION CABLE DOCUMENTS SECTOR POSITION EXISTING OR MANUFACTURER - MODELTECHNOLOGY SIZE (IH1W7� AZIMUTH CENTER FEED UNE TYPE I PROPOSEDNUMBER CENTER AND LENGM SUBMITTALS I I ALPHA Al PROPOSED JW- MXOBFR0665-21 513; 72'X20.0' !i0' 74'-0' REV DATE DESCRIPTION I (12)MGH-CAPACITY BETA 81 PROPOSED JW- MXOBFRO665-21 513; 72'X20.0' 210' 74'-0" HYBRID CABLE A a0/tE/ 6a Ml IED FOR REVIEW I (132' LANG) a 03/01/2= REVISED PopAFrs O I GAMMA Cl PROPOSED JMA- MXOSFROM-21 5G 727)(20.0' 330• 74'-0' CUII2PSM8P6-132 C 09t29/21M2 REVOM PER CuMxTs I � I m I EXISTING ICE BRIDGE EXISTING EAST MARION FIRE DISTRICT ANTENNA OL PROPOSED DISH Wl-1- a LLC. I RAD CENTER 0 30'-0-AGL A&E PROJECT NUMBER EQUIPMENT ON PROPOSED I RRH STEEL.PLATFORM I SECTOR POSITION MANUFACTURER — MODEL2438H.001.071 CHNOL PROPOSED DISH I NUMBER � �' 1. CONTRACTOR TO REFER TO FINAL CONSTRUCTION REDS FOR ALL RF Wks;= LLC. I Al FWITSU -TA08025-BM M71 DETAILS. DISH Wireless LLC. GPS UNIT PROJECT INFORMATION A w 2. ANTENNA AND RRH MODELS MAY CHANGE DUE TO EQUIPMENT I Al FUJITSU -TA08025-8804 N66/70 AVAIABLTY.ALL EOUIPMENT CHANGES MUST BE APPROVED AFD I REMAIN N COMPLIANCE WITH THE PROPOSED DESIGN MND NYNYCO2242A STRUCTURAL j e1 FUxrsu -TAoeozS-e6os rn1 ''HAL 9245 MAIN ROAD EXISTING ENTRY PORT BETA B1 FUJITSU -TAO8025-8804 N66/70 EAST MARION, NY 11939 _ I Cl FIMISU -TA08025-B805 H71 GAMMA SHEET TITLE c1 FIMW -TADao25-Be04 N86/70 ELEVATION, ANTENNA J LAYOUT AND SCHEDULE SHEET NUMBER �i�i>%�\%i>%i,�%isYi�//\\/i�\/i�/i\�i�%�%i�%i\%�i�%i�i�`/i;�%i�Yi�%i�\�i`:Yid\/i>Yi>%is�i>/i.�/i��%i�/i��i?%i;✓i�`�i\%i a' 4' 0 a' 16' A-2 PROPOSED NORTH ELEVATION I ANTENNA SCHEDULE NO SCALE 3 DISH Wk m LLC.TEMPLATE VERSION 38 - 07/23/2021 NOTES 1. CONTRACTOR TO BURY PLATFORM FEET WITH A MINIMUM OF 2' • OF FILL PER EXISTING SITE SURFACE 2. WEED BARRIER FABRIC TO BE ADDED AT DISCRETION OF DISHv Wireless LLC. CONSTRUCTION MANAGER AT TME OF CDNSTRUCTION. ONE SHEET 8'xB' INSTALLED UNDER ALL FOUR BL FEET OF THE PLATFORM (4 MIL ACK PLASTIC) d.sh 3. EQUIPMENT CABINET OMITTED FOR CLARITY. 5701 SOUTH SANTA FE DRIVE RESERVED SPACE FOR LITTLETON, CO 80120 FIBER NLD. IF RESERVED REQUIRED FOR FIBER CPS UNIT MIF GPS UNIT 200AMP METER H-FRAME — — SOCKET PROPOSED DISH Wireless LLC. PROPOSED DISH 7'-0� H-FRAME RIGID METAL TWIN D94EKERS (TIP. OF 4) Wireless LLC. 2-41 1'-2' 2'-8' CONDUIT ------------ POWER r- --'l -------------- O PROTECTIVE -- ` ------------ CABINET PROPOSED DISH Wireless LLC. = B GENERATOR PLUGWireless L PROPOSED DISH Wireless L.L.C. ii I� II I I ;o PROPOSED j GPS UNIT - - ® I RRH (TIA Sa=IA 8 PROPOSED DISH Wireless LLC. POWER PROTECTIVE CABINET �, n I _ --._.. • II I .._._-_-:___- - LNaw.ietsey07719 I I I PROPOSED DISH I� eo wireless o o a 732.372.9R0D 7�d2,312.sem PROPOSED DISH Wheless LLC. iii Wireless LLC. CABINET LLC. POWER ------ H-FRAME iii I I - -' I I o n PROTECTIVE CABINET m C__---_----� L-----------� PROPOSED DISH Wireless LLC. ::_ ::._-;_ n I---\_ --- o I I — SAFETY SWITCH. SPACE I._.-:_". \ I I RESERVED --- __- PROPOSED DISH Wim' I RESERVED FOR ADDITIONAL_ - =- n I ---- .- LLC.TWIN DSTAC ED ;o 'o I SPAS 14 - (TMP OF(4) STACKED) IFOR III '� EDIT nm ®���sr DISCONNECT IF REQUIRED. - - I I III -- -- G TO i- n I ADDITIONAL PROPOSED DISH Wheless LLC.200WP MLTFR SOCKETSAFETY_.. _ .,--__.___..,----- - SWITCH. V!F PROPOSED DISH Wireless LLC IF REQUIRED. I PROPOSED DISH Wireless TELCO FIBER ENCLOSURE - LLC.TELCO FIBERtopENCLOSUREPROPOSED DISH Wheless LLC. I:_ r_- I FIBER NLD. IF REQUIRED I• o oSPACE FOR EPROPOSED DISH Wlhrvlem=QUIPMENT TFOR11 LLC. t: :n u _`_ :::I ';r—r . EQUIPMENT PLATFORMDISCONNECTSAFETY SWITCH. - - 0000000 - -- o ®. .o -o. o e IF REQUIRED' 17' 00000 e o .0 e. o o "o 3' 1'-B' 3' 1'-8' 0 0 0 0 0 0 0 \ I I `PROPOSED oLSLN Wireless GROUNDBUSS BAR LTJ n L Ir IS A VIOLATION OF LAW FOR ANY PERSON, LLC RIBN (TIP OF(8) N EQUIPMENT PLATFORM N OFSA LICENSEDPROFESSIONALENGINEER.0 STACKED) 00 O pp TO ALTER THIS DOCUMENT. _ - - _ UMENi EXISTING CONCRETE PAD' EXISI9NG CONLXtETE PAD' DRAWN BY. CHECKED BY APPROVED BY CJR T.A. PJT EQUIPMENT PLATFORM FOOTPAD (TYP) EQUIPMENT PLATFORM FOOTPAD (1YP) RFDS REV #: --- CONSTRUCTION DOCUMENTS PLATFORM EQUIPMENT PLAN NO SCALE H—FRAME EQUIPMENT ELEVATION NO SCALE 2 SUBMITTALS REV DATE DESCRIPTION A COMMSCOPE MTC4045LP COMMSCOPE MTC4045HFLD ae/fV=I 1SSM FOR REVW OR DISI,Wireless LLC B 03/01/2= MM POI OOr&MM 5X7 PLATFORM EL&! H—FRAME APPROVED EQUfVALENT 0 0e/2e/2= MM PFR O WAM DIMENSIONS (H~) 18'x84 x80' SIDE - 5 LENGTH BAR UNISTRUT/SUPPORT RAILS QTY 5 Bo' GRATING �. TOTAL WEIGHT 423 LBS -._-.- .�; bm =I -;-= E k - :t:= ;; -_-t:==l_.= W PMENT ' PIPE CAP GC TO PROVIDE EXTENDED '-- --- - -" -_--,--_- EQII[PMEHf A&E PROJECT NUMBER THREAD FOR PLATFORM F r I f- ' ;'_=-- PLATFORM REQUIRED HEIGHT EXCEEDS 17' ._.F:I_a::=..: :.l =:::.1-:: ;-:-9i-:,—'_:: I-,._ FOOTPAD 0yp) FOOTPAD 2438H.001.071 FFi -F. ii1.::..:::::.:.:------t ::---:---I°U- `- -__�: i=0- WELDIAL•M PIPE - --i.-.--- - r BAR GRATING DISH Wireless LLC. PROJECT INFORMATION CHANNEL(lYP) NYNYCO2242A -..___:-+-::::r1---.i- --t-=------_--;' ------ SILK - 7' LENGTH BAR --. - SUPPORT RAL _.= NxNATINc o 9245 MAIN ROAD EAST MARION, NY 11939 +- SHEEP TITLE io l GALV. U-BOLTS LEOUPMENT FPLAOOTPAD EQUIPMENT PLATFORM AND (TMP) H—FRAME DETAILS BASE PLANAA---L SHEET NUMBER MEA-3 PLATFORM DETAIL NO SCALE 3 H—FRAME DETAIL NO SCALE 4 DISH Wireless LLC.TEMPLATE VERSION 38 - 07/23/2021 CHARLES CFIT—PF2020DSH1 EATON METER SOCKET ENERSYS HEX CABINET � 2000005996 \ FIBER TELCO ENCLOSURE UNRRS213BEUSE DIMENSIONS (HxWxD): 73•x30•x3Y \ ENCLOSURE DIMS (w%w) 20.320'x9' METER SOCKET TYPE RING ol v W03HT EMPTY: 378 ft I ENCLOSUREWEIGHT 20 WEI20 INe ENCLOSURE DIM ("w) 1316. 2'x6' MOUNTING WALL MAIN AMPERE RATING 2004 ELMFLAB HEATER 800W / POWERSYSTEM -48V ALPHA/800A ` COMPU1ANCE TYPE 4 YYEI(#ff 18 LBS _ -_jF)34HI 5701 SOUTH SANTA FE DRIVE 0 O O O UTTLETON, CO 80120 Oo a 0 0 0 0 0 ° 0 1110 ol ro 0 0 L FAMIMH&PASUMELM yo 00 00 94 -1A7=-S m6'dL FRONT ;ilk 51QE �r1S FRONT JFK FRO 34.Suke 101.V.IL NewJersey07719 a 752.312. 00 F 732312.9801 CABINET DETAIL No scALE FIBER TELCO ENCLOSURE DETAIL NO SCALE 2 METER SOCKET DETAIL NO SCAUE 3 SQUARE D SAFETY SWITCHES CHARLES INDUSTRY — D224NRB CUBE—SS4B228LX1 ()FNEI? �® ENCLOSURE DIM (Hx1MxD) 29.2S'x19.00'x8.50• HEKMT 84.59• ENCLOSURE TYPE NEMA 3R RAINPROOF WIDTH 32' IOE UL LISTED FILE E-2875 DEPTH 44.85' TOTAL WEIGHT(EMPTY) -- LIT FRONT — FRONT DQE \ 0 �8 O R IS A VIOLATION OF TAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION O OF A LICENSED PROFESSIONAL ENGINEER, o - TO ALTER THIS DOCUMENT. _ 00 DRAWN BY: CHECKED BYAP : PROVED BY- O CJR TA PJT ® O ° RFDS REV #: --- 0 O CONSTRUCTION > � ° DOCUMENTS SAFETY SWITCH DETAIL NO s(v; 4 NO SCALE 5 EQUIPMENT CABINET DETAIL NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION A 00/18/2021 ISSIM FDR REMN 9 03/01/2022 REVM PER COMMFNIS C 07/29/2072 REVISM PER COMMIS A&E PROJECT NUMBER 2438H.001.071 DISH Wireless LLC. PROJECT INFORMATION NYNYCO2242A 9245 MAIN ROAD EAST MARION, NY 11939 SHEET TRLE EQUIPMENT DETAILS SHEET NUMBER A-4 NOT USED NO SCALE ] NOT USED No scaLE 8 NOT USED NO SCALE 9P A DISH W m LLC.70J ATE VERSION 38 - 07/23/2021 PROPOSED • ICE BRIDGE v 11shii II PROPOSED :1-3/8-DIA HYBRID E i vikekw. (OPTION 'B) 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 . PROPOSED CABLE CLAMP O 3'-0'O.C. XISTING MONOPOLE LL J=U ASSN CIA-'i"a6 1BOD%L&e34.SL3e 101.VV�L New.Iets�y07719 a 732.3120 f.732.312.9i$1 FND SCALE Twsc:;] 2 HYBRID CABLE RUN NO SCALE 3 PCTEL 1.75q GPSGL—TMG—SPI-40NCB MINIMUM OF 759 OR 1.600 ,��®FN�� DIMENSIONS (DLAxH) MM/INCH 312 884mm O 270• IN ANY DIRECTION ����4�R4 JL WEIGHT W/ACCESSORIES 075 The GPSAL CONNECTOR N—FEMME 79P FREQUENCY RANGE 1590 t 3OMH2 p y/N CUI2PSMSP4)001 CUI2PSM9P6)OO( GPS UNIT OBSTRUCDONS MUST (4 AWG CONDUCTORS) (6 AWG CONDUCTORS) BE BELOW 101 1.41/ R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, O _ O TO ALTER THIS DOCUMENT. Q DRAWN BY: CHECKED BY:APPROVED BY: OCJR T.A. PJT O RFDS REV #: --- `x11 �'0O CONSTRUCTION (B AWG coNoucrDRs) DOCUMENTS GPS DETAIL Na scuE 4 GPS MINIMUM SKY VIEW REQUIREMENTS No scAIE 5 CABLES UNLIMITED HYBRID CABLE SCALE6 suBMrrrALs MINIMUM BEND RADIUSES NO REV DATE DESCRIPTION A 00/10/2021 ISSUED FOR REVLON 0 03/01/2022 mm PFR CmIlmm C 00/29/2022 RLVISED PER C0111MIS 4--1 A&E PROJECT NUMBER 2438H.001.071 DISH Wireless LLC. PROJECT INFORMATION NYNYCO2242A 9245 MAIN ROAD EAST MARION, NY 11939 SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER A-5 NOT USED NO SCALE 7 NOT USED TNO SCALE 8 NOT USED NO SCALE Q DISH Wkalkm I.L.C.TDIPIATE VERSION 35— 07/23/2021 FUJITSU DUAL BAND FUJITSU TRIPLE BAND RAYCAP RDIDC-9181—PF-48 TA08025—B604 TA08025—B605 DC SURGE PROTECTION (OVP) DIMENSIONS (H~) 14.9'05.770.8' D MENSIONS (KNW) 14.9 215.7'x9' DIMENSIONS (Ift") 16.57'x14.57'x8.46' r WEIGHT 83.8 On WEKW 74.85 Ibe WEIGHT 21.85 LBS IF CONNECTOR TYPE 4ON TRF CONNECTOR TYPE 4.3-10 RF ELS d.sh CONNECTOR CONNECTOR POWER SUPPLY DC —58-31W POWER SUPPLY DC —58»-38V vikekm- 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 13 13 E a L-12 a 3 J-t 13 R I-J 10Fp^Z�� BACK .�1QE TRO BASK •;?!QE. fHONT ASS i rS® zz 1800 Rixde34.SL�ta 101•Wall.New Je smZI7719 a 732.3125800 f.732,312.9807 RRH DETAIL NO SCALE RRH DETAIL NO SCALE 2 SURGE SUPPRESSION DETAIL (OVP) NO SCALE L3 JMA JMA ANTENNA MOUNT BRACKET MX08FR0665-21 #91900318 08AENSIONS (HxIVxD) 72740.0%8.0• IOTA.WEIGHT(WRH MCI=) 18 Ibs (8.18 Kg) � ��ZR����� u RF PORTS, CONNECTOR TYPE 8 x 4.3-10 FEMALE ELAQ POLE DIAMETER RANGE 2.5'TO 4.5' � WEKNI T 54.5 Ilm t WEIGHT WITH BRACKETS 82.5 lbs KR 18:TOP AND BOTTOM BRACKETS FOR 4—,8—,AND 8—FOO17 ANTENNAS ANTENNA BRACKET NOT PART OF KIT 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. DRAWN BY: CHECKED BY:APPROVED BY- CJR T.A. PJT RFDS REV #: --- NOTE OR DISH W4ekae L.L.C. APPROVED EQUIVALENT CONSTRUCTION DOCUMENTS ANTENNA DETAIL No SCALE 4 No SaLE 5 ANTENNA MOUNTING DETAIL 77NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION A 05/18/Y041 ISSUED MR REVEL• EEI FPS—AB RAYCAP STEALTH a w/01/2M mmm PET;yrs TRIAD FLUSH MOUNT SMOOTH MULTI—PART 09/29 MVISM M oa.olls DESCRIPTION PART# — QTY RADONE OUTSIDE DMETERS 24'-60'DIA TRIAD—FPS — 1/4' PART 1 — 01Y: 6 APPROX. MATERIAL THKMESS 3/18' BULKHEAD BRACKET ASSEMBLY t/LS 4- RPO PART 2 — QTY: 6 MAX. HEIGHT 12'-0'GUSSET CONNECTION BOLTS OR STRAPS A&E PROJECT NUMBER 3/8'x5-1/2'A36 THREADED ROD PART 3 — QTY: 6 3/8-0-1/4-A307 BOLT PART 4 — QTY: 6 ® ® BOTTOM BOLT 2438H.001.071 PLATE DISH Wireless LLC. 3/8'HEX NUT PARE 5 — 01Y: 8 p �ppME/ �� PROJECT INFORMATION 3/8•FLIT WASHER PART 6 - QTY:6 1CYLIN� NYNYCO2242A 3/8'Loac WASHER PART 7 — oTY: 6 3 �v 9245 MAIN ROAD TOTAL WEGHr Ib, 4 5 s 7 C C MAST(nP) EAST MARION, NY 11939 BOTTOM 0�� BOLT PLATE SHEET TITLE STRAP EQUIPMENT DETAILS 8p ® MAST - NOTE: OR OISH%WWm L.L.C. SHEET NUMBER APPROVED EOUNALENr EUKISOMETRIC r__ A-6 MAST MOUNT DETAIL No SCALE 7 RADOME CANISTER DETAIL TNO SCALE 8 NO SCALE 9 DISH WinM L.L.C.TEMPLATE VERSION 38 — 07/23/2021 NOTES DC POWER WIRING SHALL BE COLOR CODED AT EACH END FOR IDENTIFYING +24V MID —48V CONDUCTORS. RED MARKINGS SHALL IDENTIFY +24V AND BLUE MARKINGS SHALL IDENTIFY —49V. 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, • 2. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. r 3. BROAD EASEMENT RIGHTS.THE GROUND LEASE PROVIDES 1. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SIBMITTING A BID. ANY QUESTIONS ARISING BROODED ON ET I ANDILITY RIGHTS. -PWS'AND BEST PATH DURING THE BIO PERIOD IN REGARDS TO THE CONTRACTOR'S FUNCTIONS, THE SCOPE OF WORK. OR ANY DEPICTED ON A-1 AND ARE BASED ON BEST OTHER ISSUE RELATED TO THIS PROJECT SWILL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT d...sh AVAILABLE INFORMATION PR RPRODINCLUDING BUT NOT LIMITED AN MANAGER FOR CLARIFICATION. NOT AFTER THE CONTRACT HAS BEEN AWARDED. `/�►�+ - FIELD VERIFICATION. PRIOR PROJECT DOCUMENTATION AND OTHER REAL PROPERTY RIGHTS DOCUMENTS. WHEN \ INSTALLING THE UTILITIES PLEASE LOCATE AND FOLLOW 2. ALL ELECTRICAL WORK SWILL BE DONE W ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL D=NG PATH. IF EXISTING PATH IS NOT AN OPTION, STATE AND LOCAL CODES, LAWS, AND OM*IANCE5. PROVIDE ALL COMPONENTS AND WIRING SIZES AS PLEASE NOTIFY CROWN CASTLE REAL ESTATE AS FURTHER REWIRED TO MEET NEC STANDARDS. 5701 SOUTH SANTA FE DRIVE COORDINATION MAY BE NEEDED LITTLETON. CO 80120 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 EWIPMENT TO AVOID LOCATION CONFLICTS. VERIFY WITH THE MECHANICAL EQUIPMENT CONTRACTOR AND COMPLY AS REWIRED. 5. CONTRACTOR SHWJ_ PROVIDE ALL BREAKERS, CONDUITS AND CIRCUITS AS REWIRED FOR A COMPLETE SYSTEM. PROPOSED FIBER VAULT TO BE USED 8. CONTRACTOR SWILL PROVIDE PULL BOXES AND JUNCTION BOXES AS REQUIRED BY THE NEC ARTICLE 314. AS MMP (MEET ME PONT) FOR DISH 7. CONTRACTOR SHALL PROVIDE ALL STRAIN RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES. FIBER SERVICE INSTALLATION SWILL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. FP^ FRENCH&RARRELLO 8. ALL DISCONNECTS AND CONTROLLING DEVICES SWILL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES L INDICATING EWIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM. 18M Rxj 334.&4.101•VVWL N—JW.WU7719 a 732.312.9800 L 732,312.9801 9. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR N ALL CONDUITS PER THE SPECIFICATIONS AND NEC 250. THE EWI'IMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES. PULL BOXES. AND ALL EXISTING ACCESS DISCONNECT SWITCHES. AND EQUIPMENT CABINETS. M ROAD 10.ALL NEW MATERIAL SHALL HAVE A U.L LABEL_ PROPOSED UNDERGROUND FIBER Comm (2.5" OD, 11.PANEL SCHEDULE LOADING AND CIRCUIT ARRANGEMENTS REFLECT POST–CONSTRUCTION EQUIPMENT. m OF LENGTH t18'-07JL 12.CONTRACTOR SHALL BE RESPONSIBLE FOR AS–BUILT PANEL SCHEDULE AND SITE DRAWINGS. 13.ALL TRENCHES IN COMPOUND TO BE HAND DUG TR 4 m ' .- 1: EXISTING 4' WIDE ®7r$ ®\ CHAIN–LINK GATE m 1j1A� IT IS A VIOLATION OF LAW FOR ANY PERSON. m PROPOSED UNDERGROUND POWER UNLESS THEY ARE ACTING UNDER THE DIRECTION CONDUIT (2.5.OD. LENGTH OF A UCDMED PROFESSIONAL ENGINEER. t20'-07 TO ALTER THIS DOCUMENT. m EXISTING - PROPOSED LOCATION DRAWN BY: CHECKED BY:APPROVED BY: co UTILITY <+ DISH H–FRAME G'. EQUIPMENT OF DISH FIBER J-BCJR TA PJT OX -- It LOCATION MEET POINT REDS REV #: FBR P PWR P R—PWR PWR—PWR—PWR - _ ___ EXISTING PAD I EXISTING PROPOSED2"UG .•� CONSTRUCTION TRANSFORMER CONDUIT FOR DISH (s'—o' x 23'-0') / ✓......EU ; LECTRICSERVI DOCUMENTS DISH TO PULL NEW SUBMITTALS T POWER FROM �� REV DATE DESCRIPTION EXISTING A 05/18/2021 MM FDR(EVEN ====' , TRANSFORMER 8 03/01/2= MINIM IM C=01TS T C 00/29/mu IeAM FM CMSWM J _ A&E PROJECT NUMBER 2438H.001.071 DISH Wireless L.L"C" ' PROJECT INFORMATION NYNYCO2242A 9245 MAIN ROAD EAST MARION, NY 11939 SHEET TITLE ELECTRICAL/FIBER ROUTE PLAN AND NOTES 2 SHEET NUMBER 12"6. 0 ,' 2' 3' 4' S' E-1 UTILITY ROUTE PLAN ELECTRICAL NOTES No scALE 2 DISH W"Ism LLC. TEMPLATE VERSION 38 – 07/23/2021 CARLON EXPANSION FITTINGS DISH Wireless LLC. FIBER SEE TRENCHING NOTE 1 DISH Wireless LLC.WG 170-0-11 DISTRIBUTION PANEL COUPLING END MALE AaApr��ENND SIM o `RAVEL VARIES, N PER BACKFILL PIER TRENCHING NOTES Wo sPEcIEFl SITEWIREPROVIDES 1� rr WIRE (B'TAIL) PROPOSED DISH ENCLOSURE LLC. ED45D w45DX 1/2• 20 4' 1 1. CONTRACTOR SHALL RESTORE THE (SEE GENERAL NOTES) TELCO FIBER ENCLosutRE TRENCH 70 TIS ORIGINAI. SLOPE TO SUIT SOIL w45E w45EX 3/4' 15 4• SUP JOINT CONDITIONS BY EITHER SEEDING CONDITION IN ACCORDANCE d..sh (SEE CHART FOR OR SODDING CRASS AREAS,OR WITH LOCAL REGULATIONS 1• ING PROPOSED DISH Wireless E945F E945FX 10 4• r PART NUMBER) REPLACASPHALT OR CONCRETE SEE TRENCHING NOTE 2 LLC. SED DISH AREAS TO ITS ORIGINAL E945G ED45GX 1 1/4' 5 4' I SECTION. CROSS /// /��/ FC::3 DISH Wireless LLC. FIBER c I I 2. TRENCHING SAFETY; INCLUDING. \\ JUMPER TO CABINET WILL 5701 SOUTH SANTA FE DRIVE ED45H E045HX 1 1/2• 5 4' I I I �\ / � NEED TO BE TERMINATED BY LITTLETON, CO 80120 N I I BUT NOT LIMITED TO SOIL //\ /\�/ f5 FIBER PROVIDER ON OTHER E945J E945Jx 2• 15 B• I I CLASSIFICIITKNN. SLOPING.AND \ ft PROPOSED Dig{ SIDE OF BULKHEAD/LC TO LC I SHORING. SHALL BE GOVERNED = / / // z Wireless LLC. CONNECTOR WHERE CIRCUIT w45K w45KX 2 1/2• 10 8' I BY THE CURRENT OBRA = / / 0' 10 AMP DISTRIetntoN Is TERMINATED. E945L E945LX 3' 10 8' I SAFETYµ CAVATION TRENCHING o 5 oa �/ �y BREAKER 11 IN IN w45M w45MX 3 1/2' 5 8' 3. ALL CONDUITS SHALL BE �gj // „ PROPOSED FIBER PROVIDER INSTALLED IN COMPLIANCE WITH U) r _ FIBER LATERAL FROM RIGHT ED45N E945NX 4• 5B' THE CURRENT NATIONAL PROPOSED DISH Wireless L.L.C. O O OF WAY TO STREET. ELECTRIC CODE (NEC) OR AS UTILITY WARNING TAPE 12 AWG WIRE TERMINATED TO FDP E945P E945PX 5' 1 8• PROPOSED DISH Wireless LLC. NOTE REWIRED BY THE LOCAL 1-1/2•POWER FROM CABINET PROPOSED DISH Wireless LLC. SAND BEDDING PER SITE DISH Wireless LLC. INSTALLS 1-1/2• FIBER TO CABINET w45R w45Rx B• 1 S. CONTRACTOR To aNsrALL EXPANSION FITTING JURISDICTION,WHICHEVER Is WORK SPECIFICATIONS �. SUP JOINT . METER CENTER CONDUIT THE MOST STRINGENT. 1-1/2'CONDUITS FOR POWER PROPOSED DISH Wireless LLC. ORFAMCH DINANCE AS PER LOCAL UTILITY POLICY. :c�^�S"�1 ?AZ E8 ORDINANCE AND/OR SPECIFIED REOUIREA1EHf. AND Fl9ER TO CABINET FI CONDUIT FROM COMMERCIAL FIBER VAULT 18mtbtIIa34.9r3e 1O:1•VVa]LNay.Terse1ff7719 a 732.372.9>IDD f.7W322=EXPANSION JOINT DETAIL NO SCALE TYPICAL UNDERGROUND TRENCH DETAIL No SCALE 2 DARK TELCO BOX — INTERIOR WIRING LAYOUT No SCALE 3 OF Net'v NOTE FIBER PROVIDER PROPOSED FIBER WILL NEED 70 PROVIDE AN ir PROPOSED DISH WUeleas LLC. IDD. IF REQUIRED ADDITIONAL 5FT UNISTRUT, If UN6IRUT 2 U—BOLTS WITH 4 NUTS, IN THE EVENT THE ate. BRACKET SPACING DOESN'T , LINE UP WITH CURRENT SPACING BELOW PROPOSED FIBER PROVIDER 1-1/4'FLEX CONDUITSTO FIBER IN IN OUT POWER PROVIDER TO PROVIDER TE FIBER PROVIDER 70 PUNCH TOP OF TELCO BOX OF NO ENCLOSURE AND PROPOSED DISH Wireless LLC. INSTALL 1-1/4' LIQUID TIGHT 12 AWG WIRE (B'TAIL) CONNECTORS. UL LISTED. NYLON MATERIAL,WITH O—RING GASKET R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACING UNDER THE DIRECTION FIBER PROVIDER 70 INSTALL OF A LICENSED PROFESSIONAL ENGINEER, PROPOSED DISH Wireless LLC. 1-1/4'FLEX CONDUITS BETWEEN TO ALTER THIS DOCUMENT. 10 AMP DISTRIBUTION BREAKER FTP TELCO BOX &NID PROPOSED DISH Wireless LLC. DRAWN BY: CHECKED BY:APPROVED BY: PROPOSED DISH Wireless L.L.C. TELCO FIBER ENCLOSURE CJR I TA. I PJT 12 AWG MARE PROPOSED DISH Mrreless L.L.C. 1-1/2'FIBER TO CABINET RFDS REV #: --- PROPOSED -- PR � ° UI DISH Wireless LLC POWER 2CONDUIT CONSTRUCTION FIBER VAULT DOCUMENTS LIT TELCO BOX — INTERIOR WIRING LAYOUT (OPTIONAL) NO SCALE 4 NOT USED NO SCALE 5 NOT USED NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION A 0e/1[{/2021 ISSIED FOR RDWN 9 03/01/2022 MM PER C01901I5 C 09/29/2022 IE06TD PER COM0116 A&E PROJECT NUMBER 2438H.001.071 DISH Wireless L.L.C. PROJECT INFORMATION NYNYCO2242A 9245 MAIN ROAD EAST MARION, NY 11939 SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E-2 NOT USED NO SCALE 7 NOT USEDNo SCALE NOT USED NO SCALE 9 DISH Wirelha LLC.781MATE VERSION 35 — 07/23/2021 NOTES CONDUIT SMNG:AT 40% FILL PER NEC CHAFIER 9,TABLE 4,ARTICLE 358. • PROPOSED POWER PROTECTIVE CABINET ENERSYS NETWORK CABINET 0.5' CONDUIT — 0.122 SQ. IN AREA UTILITY SERVICE ENTRANCE 120/240V. 1 PH, SERVICE RATED, 0.75'CONDUIT — 0213 SQ. IN AREA EXISTING t2o/2aov, 1�3w, UTILITY 120/240 VAC LPH OVERALL LISTED POWER CENTER, 2-0' CONDUIT — 1.316 SQ. IN AREA r COMPANY PAD MOUNTED 5OkVA /1OK AIC 3.0' CONDOR — 2.907 SQ. IN AREA TRANSFORMER UP MAIN BREAKER WITH CABINET CONVENIENCE OUTLET CONDUCTORS (1 CONDUTn: USING THWN-2, CU. GENERATOR 200A 20M INTERLOCKED GENERATOR sh CAMUDCK FEED, 2DOA 65K AIC (3) PROPOSED #10 — 0.0211 SQ. IN X 2 — 0.0422 SQ. IN NEW ANY AND 1REMENT PER UTILITY GEN �� 0.75' EMT CONDUITS #10 — 0.0211 SO. IN X 1 — 0.0211 SQ. IN <GROUND w COMPANY REOUIREIIF]YIS SURGE SU N TOTAL — 0.0633 SQ. IN M NEN SERVIC2E�RATm,/2COMBNAT N DEVICE 100KA SAD/MOV 05'EMi CONDOR IS ADEQUATE TO HANDLE THE TOTAL OF(3)WIRES 570LITTLETONCO1 SOUTH A80120FE RNE MET R/DTSOONNECT(NEMA 3R) GFa Ot 02 PROPOSED 2 1 CU GND. INCLUDING GROUND WIRE,AS INDICATED ABOVE. WrtH TEST BLOCK BYPASS 1� 4� FOR RECTIFIERS 1 t z (MILBA NK MODEL No. 20A RECTIFIER CONDUCTORS (3 CONDUITS): USING UL1015.CU. 8 06 EECTRICMOD No. 1 1CIPGH yp IMIDWEST � PROPOSED 2 CU /8 — 0.0552 SQ. IN X 2 — 0.1103 SQ. IN n COMPATIBILITY EQ YAAL N0 VERIFY UiIl1Y 07 08 FOR 3 4 /8 — 0.0131 SQ. IN X 1 - 0.0131 SO. IN <BARE GROUND SHARED GROUND WIRE /4 CU(GROUNDING COMPANY.LOCATION OF MAN 09 10 TOTAL - 0.1234 SQ. IN ELECTRODE CONDUCTOR) BONDING JUMPER. SPACE PROPOSED I 12 20A PROPOSED 2 CU GN FOR RECTIFIER 5 0.75' EMT CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF(3) WIRES, (3)3/0 WITH/B GROUND SPACE 13 14 INCLUDING GROUND WORE,AS INDICATED ABOVE N 3'SCH 40 CONDUIT SPACE 15 18 SPACE 17 18 SPACE PPC FEED CONDUCTORS (1 CONDUIT): USING THWN, CU. GROUNDING ELECTRODE SHALL BE� 3/0 — 02879 S0. N X 3 - 0.8037 S0. IN (2)5/810 X 10'LONG GROUND ROD SPACE 19 20 SPACE SPACE)NNMUM 6'MARE (1) PROPOSEp /e — 0.0507 SQ. IN X 1 - 0.0507 SQ. IN <GROUND SPACE SPACE 0.5'EMT CONDUITSv�3 . 21 22 TOTAL - O.B544 SQ. IN IBM Fitiiae34.Sebe101,Wall.NewJwseYm719 SPACE 23 24S�PACE 3.0 SCH 40 PVC CONDOR IS ADEQUATE TO HANDLE THE 70TAL OF(4) WIRES, a 7323129800 E 7323129807 SPACE SPACE INCLUDING GROUND WIRE, AS INDICATED ABOVE PROPOSED 2 /10, 1 /10 OU GIRD. FOR CONVENIENCE OUTLET CONTRACTOR W REFER TO BRANCH CIRCUIT WIRING SUPPLYING RECTIFIERS ARE TO BE RATED UL1015, 105-C, GOON.AND PVC INSULATED. IN THE SIZES SHOWN OF N�1bay FINAL UTILE DESIGN DETAILS IN THE ONE—UNE DIAGRAM. CONTRACTOR MAY SUBSTITUTE UL1015 WIRE FOR THWN-2 FOR CONVENIENCE OUTLET BRANCH CIRCUIT.BREAKERS REQUIRED: �✓�� �L ®,�� (2) 40A. 2P BREAKM — SQUARE D P/N 00240 (1) 20A. 2P BREAKER — SQUARE D P/N:00220 ' (1) 20A. 1P BREAKER — SOUARE D P/N.00120 En l 1� PPC ONE—LINE DIAGRAM NO SCALE G� 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. DRAWN BY: CHECKED BY:APPROVED BY: CJR I T.A. PJT RFDS REV #: --- CONSTRUCTION DOCUMENTS PROPOSED ENERSYS PANEL SCHEDULE SUBMITTALS VOLT AMPS VOLT AMPS REV DATE I DESCRIPTION LOAD SERVED (WATTS) TRIP CKT PHASECKT TRIP (WATTS) LOAD SERVED L1 I # # L1 L2 A 06/10/2021 6S11ID FOR RME#W PPC GFC OUTLET 180 15A 1 A 2 3NL10 .." ALPHA B 03/01/2022 REVISED PFR COMMENTS ENERSYS GM OURET .. 180 20A 3 B 4 40A "'_ 3810 RECTIFIEiS 1 Zt 2 —SPACE— S A[24 3640 ALPHA c OD/2Y/7072 tEVL471 PIR 001642ii5 —SPACE— 7 B 4QA - 3810 RECRFER 3 h 4 SPACE— 9 A 1920 ALPHA OORDEX —SPACE— it B 20A 19M RECTIFIER 5 _SPACE— .. 13 A —SPACE- -SPACE— 15 B —SPACE— SPACE— 17 A "' —SPACE- -SPACE— 19 B —SPACE— A&E PROJECT NUMBER SPACE— 21 A —SPACE- -SPACE— 23 B —SPACE— 2438H.001.071 VOLTAGE AMPS W 180 9500 9500 2 SP 20 40V L1 L2 TNGVOLTAGE S DISH Wireless LLC. 65.000 AIQ Saw 1181 81 APPS PROJECT INFORMATION AMPS 1 102 tum 125X 1 NYNYCO2242A 9245 MAIN ROAD EAST MARION, NY 11939 SHEET TITLE ELECTRICAL ONE—LINE, FAULT CALCS & PANEL SCHEDULE SHEET NUMBER E-3 PANEL SCHEDULE NO SCALE 2 NOT USED NO SCALE 3 DISH Wrolm L.L.C.TEMPLATE VERSION 38 — 07/23/2021 PROPOSED BUSS BAR TEST GROUND ROD INSULATORS PROPOSED 470270TINNED • EXOTHERMIC CONNECTION �T 04SPECTM SLEEVE WIT470270/4- TEST WELL COPPER GROUND BUSSBAR • ■ MECHANICAL,CONNECTION ------ #e AWG STRANDED& INSULATED r GROUND BUS BAR — — I — #2 AWG SOLID COPPER TINNED d.sh \ O GROUND ROD \ A BUSS BAR INSULATOR vkekm- BOND DPROPOSED EQUIPMEM FORII TO PROPOSED ELECIRODE 1""" \ 5701 SOUTH SANTA FE DRIVE SYSTEM (TMP. 4) \ GROUNDING LEGEND LITTLETON, CO 80120 BOND H-FRAME POSE TO I / o I EXISTING TOWER GROUND UNI-STRUT(TYP.) "i RING (FEILD VERIFY) 1• GROUNDING IS SHOWN DIAGRAMMATICALLY`ONLY. I -------- -, -- ---- I IBOND ICE BRIDGE \ SUPPORT POSTS TID 2. CONTRACTOR MOLL GROUND ALL EQUIPMENT AS A COMPLETE SYSTEM. GROUNDING SHALL BE IN II I I GROUND RING BOND(e) - -- COMPLIANCE WITH NEC SECTION 250 AND DISH Wirelow LLC. GROUNDING AND BONDING ;. (TYP ALL POSTS) REQUIREMENTS AND WWUFACTURER'S SPECIFICATIONS. •� /� II �'' EXISTING MONOPOLE\. 02 AWG BURIED GROUND /I' 3. ALL GROUND CONDUCTORS SHALL BE COPPER; NO ALUMINUM CONDUCTORS SHALL BE USED. RING 30•BELOW GRADE) #2 TINNED soup IN 1/2• I = I / ® ® ® ® \ FAIEKCH PA MIN. LIQUID TIGHT CONDUIT ® ® I GROUNDING KEY NOTES � M=E� FROM 24•BELOW GRADE 1i�Rame34.9u�a1O1•VIkILNewJasEyO7713 W WITHIN 3•TO W OF I 0 a 732312sa1D r.732312 1 CAD-WELD 7ERIMINA710N o ® O A EXTERIOR GROUND RING: 02 AWG SOLID COPPER, BURIED AT A DEPTH OF AT LEAST 30 INCHES BELOW POINT. EXPOSED END OF I ♦ ® ®-° / O GRADE, OR 6 INCHES BELOW THE FROST UNE AND APPROXIMATELY 24 INCHES FROM THE EXTERIOR WALL THE LIQUID TIGHT CONDUIT �--'----: I OR FOOTING. MUST BE SEALED WITH �' �♦ ® ® ® . WOONE CAULK. (TYP) ei�� - _ _ _ _ \ o I \ / B TOWER GROUND RING: THE GROUND RING SYSTEM SHALL BE INSTALLED AROUND AN ANTENNA TOWER'S LEGS, _ O AND/OR GUY ANCHORS.WHERE SEPARATE SYSTEMS HAVE BEEN PROVIDED FOR THE TOWER AND THE ' BUILDING,AT LEAST TWO BONDS SHALL BE MADE BETWEEN THE TOWER RING GROUND SYSTEM AND THE OF N I BUILDING RING GROUND SYSTEM USING MINIMUM 02 AWG SOLID COPPER CONDUCTORS. cr� � — •— _ _ --� O INTERIOR GROUND RING: #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTOR EXTENDED AROUND THE it PERREETETR OF THE EQUIPMENT AREA ALL NON-TELECOMMUNICATIONS RELATED METALLIC OBJECTS FOUND BOND EQUIPMENT AS WITHIN A SITE SHALL BE GROUNDED TO THE INTERIOR GROUND RING WITH #e AWG STRANDED GREEN REQUIRED BY MANUFACTURER INSULATED CONDUCTOR. PROPOSED EQUIPMENT GROUND RING TO O #2 AWG SOLID TINNED COPPER WIRE PRIMARY BONDS SHALL BE ' BOND TD INTERIOR GROUND RING: DMNG TOWER GROUND RING(TOTAL 2) PROVIDED AT LEAST AT FOUR POINTS ON THE INTERIOR GROUND RING, LOCATED AT THE CORNERS OF THE ®" BUILDING. 4� GROUND ROD: UL LISTED COPPER CLAD STEEL_ MINIMUM 1/2" DIAMETER BY EIGHT FEET LONG. GROUND TYPICAL EQUIPMENT GROUNDING PLAN NO SCALE 1 O RODS SHALL BE INSTALLED WITH INSPECTION SLEEVES. GROUND RODS SHALL NE DRIVEN TO THE DEPTH OF GROUND RING CONDUCTOR. O CELL REFERENCE GROUND BAR, POINT OF GROUND REFERENCE FOR ALL COMMUNICATIONS EQUIPMENT RIs A VIOLATION OF LAW FOR ANY PERSON, F FRAMES.ALL BONDS ARE MADE WITH 12 AWG UNLESS NOTED OTHERWISE STRANDED GREEN INSULATED UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, COPPER CONDUCTORS. BOND TO GROUND RING WITH (2) #2 SOLID TINNED COPPER CONDUCTORS. TO ALTER THIS DOCUMENT. OHATCH PLATE GROUND BAR: BOND TO THE INTERIOR GROUND RING WITH TWO #2 AWG STRANDED GREEN DRAWN BY: CHECKED BY:APPROVED BY: INSULATED COPPER CONDUCTORS.WHEN A HATCH-PLATE AND A CELL REFERENCE GROUND BAR ARE BOTH PROPOSED PRESENT.THE CRGB MUST BE CONNECTED TO THE HATCH-PLATE AND TO THE INTERIOR GROUND RING CJR I T.A. PJT BULKHEAD (TYP) I I USING (2)TWO #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTORS EACH. RFDS REV #: --- EXISTING MAST PR0P0D EXTERIOR CABLE ENTRY PORT GROUND BARS: LOCATED AT THE ENTRANCE TO THE CELL SITE BUILDING. BOND ,IIT (TYP) I I OHGROUND RING WITH A#2 AWG SOLID TINNED COPPER CONDUCTORS WITH AN EXOTHERMIC WELD AND INSPEcnm SLEEVE. CONSTRUCTION SEs MEMBER PROPOSED f I Oj TELCO GROUND BAR: BOND TO BOTH CELL REFERENCE GROUND BAR AID EXTERIOR GROUND RING. DOCUMENTS STEALTH CANISTER I l OjFRAME BONDI THE BONDING POINT FOR TELECOM EQUIPMENT FRAMES SHALL BE THE GROUND BUS THAT SUBMITTALS lll/llllllllllllll0/llllllllll/l!l/l IS NOT ISOLATED FROM THE EQUIPMENTS METAL FRAMEWORK 3/g• HEX OR I I REV DATE DESCRIPTION EXISTING MAST FlLIISTER BOLT O INTERIOR UNIT BONDS: METAL FRAMES, CABINETS AND I DMDUAL METALLIC UNITS LOCATED WITH THE AREA A 06/18/2021 ssTRD FOR REAM LOCK WASTER I I IOF THE INTERIOR NTERIOR GROUND RING. RING REQUIRE A#S AWG STRANDED GREEN INSULATED COPPER BOND TO THE n 03/01/ung REV®PER a062"M BUS BARB FLAT WASHER I I ( C 09/W/2= WAM PER croons OBJECTS 8•x2•GROUND I I GROUND O BONDED TO TFE EXTERIOR GROUND RING SHALL BE GROUNDINGe METAL FENCES BOWED TO THE GROUND RING WITH A#2 7 FEET OF TIE EXTERIOR GROUND RING 0AWG SOLID BUS BAR EXISTING MAST I TINNED COPPER CONDUCTOR AT AN INTERVAL NOT EXCEEDING 25 FEET. BOWS SHALL BE MADE AT EACH I I I GATE POST AND ACROSS GATE OPENINGS. ROUND MEMBER MO EXTERIOR UNIT BONDS: METALLIC OBJECTS, EXTERNAL TO OR MOUNTED TO THE BtJWNG.SHALL BE BONDED ADAPTER STAINLESS STEAL I I TO THE L7TERRIOR GROUND RING. USING#2 TINNED SOLD COPPER WIRE A&E PROJECT NUMBER S EE HOSE CLAMP #2 AWG STRANDED 2438H.001.071 STAINLESS HOSE CLAMP 8•x2• GROUND BUS BAR I I COPPER GREEN NO EACH ICE BRIDGE LEG SHALL BE BOWED TO THE GROUND RING WITH #2 AWG BARE (TOTAL OF 1) I INSULATED(n?) TMEDCOPPER CONDUCTOR. PROVIDE D(01HERMIC WELDS AT BOTH THE ICE BRIDGE LEG AND BURIED DISH Wireless LLC. GROUND RtN1 PROJECT INFORMATION ODURING AL DG POINTER SYSTEM CHANGES INCLUDING DG SYSTEM CHANCE OUTS, RECnF1ER REPEACIEWENTS NYNYCO2242A OR ADDITIONS, BREAM DISTRIBUTION CHANGES, BATTERY ADDITIONS, BATTERY REPLACEMENTS AND INSTALLATIONS OR CHANGES TO DC CONVERTER SYSTEMS T SHALL BE REQUIRED THAT SERVICE 9245 MAIN ROAD CONTRACTORS VERIFY AL DC POWER SYSTEMS ARE EQUPPED WITH A MASTER DC SYSTEM RETIIRNN GROUND ANTENNA GROUNDING FROM THE DC GROUNDPOWER SYSTEM COMMON RETURN BUS DRECTLY E SIT CONNECTED TO THE CELL E EAST MARION, NY 11939 BUSS BAR PLAN BUSS BAR ELEVATION BAR ELEVATION O TONER TOP COLLECTOR BUSS BAR S TO BE MECWINICALLY BOWED TO PROPOSED ANTENNA MOUNT. SHEET TITLE REFER M DISH WIC LAG. GROUNDING NOTES. GROUNDING PLANS AND NOTES SHEET NUMBER G-1 TYPICAL ANTENNA GROUNDING DETAIL NO SSE 2 GROUNDING KEY NOTES NO SCALE 3 DISH Wirek=L.L.C.TEMPLATE VERSION W - 07/23/2021 NOTES EQUIPMENT CABINET OMITTED FOR CLARITYd..sh • r 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 PROPOSED GPS UNIT PROPOSED 200AMP METER SOCKET ---------------� eeeee�.�veeeeq BPROPOSED 20OAMP METER SOCKET FPJRqCHi &P9RRm I i ePROPOSED PY 0nno 180pP"ade73324..3SL12ID.3e�10D f.V7323N2SVQT/13 - CABINET I �`------4 /I - - ------- RESERVED SPACE FOR ( I 7 �_aP z�_�§z � lu ; \ I I I I ADD(TIOIIAL § R ,I I II DISCONNECT SAFETY fy , � I 1666666 III 11 SWn*L F REWI[RED' ,� , oFNEW -- — #2 TINNED SOLID IN I �� \�\ 1/2-MIN. LKHAD TIGHT CONDUIT FROM 24' BELOW GRADE TO WITHIN I I 3'TO 6'OF CAD—WELD \ ez TERMINATION POINT. 0\ 0 0 0 0 EXPOSED END OF THE I j \ i LIQUID TIGHT CONDUIT MUST BE SEALED WITH �• o \ SILICONE CAULK. 4� I R IS A VIOLATION OF LAW FOR ANY PERSON. pp ,. _ - .,..\. -:_. O 1 \ ., /, O _ - /: _ \ .- O - T•.•\ UNLESS THEY ARE ACTING UNDER THE DIRECTION - OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY:APPROVED BY: CJR I T.A. I PJT FRONT ELEVATION SIDE ELEVATION RFDS REV #: --- CONSTRUCTION DOCUMENTS NOT USED FNO-;:; H—FRAME GROUNDING DETAIL NO SCALE 2 SUBMITTALS REV DATE DESCRIPTION NOTES A OIVI MI MM MR RF WE #2 TINNED SOLID IN 1/2-MIN. LKXAD R 03/01/9= MM PER ca�Ts TIGHT CONDUIT FROM 24'BELOW GRADE CABLE GROUNDING REQUIRED WHET! C 09/20/9= ReAM PES COMMID(TS TO WITHIN 3'TO 6'OF CAD-WELD PIPE ANTENNA f5 LESS TWIN 10' FROM CABINET TERMINATION POINT. EXPOSED END OF THE LIQUIO TIGHT CONDUIT MUST BE i SEALED WITH SILICONE CAULK. I' GRADE PROPOSED GPS UNIT A&E PROJECT NUMBER #2 AWG GROUND I PROPOSED POST 2438H.001.071 CONDUCTOR TO GROUND I DISH Wireless LLC. PROPOSED�R I PROPOSED p�CLAWS PROJECT INFORMATION MOUNT I VED EOMAI ENi I NYNYCO2242A 9245 co � � I GROUND RING _ O \\ EAST MARION, NY 1D 939 SHEET TITLE TE INTQ EKISTINc p GROUNDING DETAILS GROUND F G O' ` 1/2'COAX CABLE B' BASE COMECION I�TNN __ PROPOSED MUM BENMNG RADIUS \ # 2 GROU ` GROUND RING SHEET NUMBER PER CABLE MIS UFACIIR ER'S SPEGROUND G-2 TRANSITIONING GROUND DETAIL NO SCALE 3 TYPICAL GPS UNIT GROUNDING NO SCA1E q OUTDOOR CABINET GROUNDING NO SriuE 5 DISH WkWm L.L.C.TEMPLATE VERSION 38 - 07/23/2021 EXTERNAL CLOSED BARREL. FOR ALL BLACK HEAT CONDUCTOR INSULATION TO EXTERNA. INSPECTION WINDOW IN CLEAR HEAT CONDUCTOR INSULATION TO • 1. EXOTHERMIC WELD (2)TWO. #2 AND BALITE TINNED SOLID COPPER CONDUCTORS TO GROUND TOOTHED EXTERIOR TWO-HOLE SHRINK W BUTT UP AGAINST THE TOOTHED BARREL, REWIRED FOR SHRINK BUTT UP AGAINST THE BAR. ROUTE CONDUCTORS TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC CONNECTORS RATED CONNECTOR BARREL �KEWTE�TWO-HOLE CONNECTOR BARREL v WELD. 3/8'DIA x1 1/2' 3/8' DIA x1 1/2- 2. ALL EXTERIOR GROUNDING HARDWARE SHALL BE STAINLESS STEEL 3/e'DIAMETER OR LARGER ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH d s h AN ANIT-OXIDANT COMPOUND BEFORE MATING. S/S NUT S/S NUT 3. FOR GROUND BOND TO STEEL ONLY. COAT ALL SURFACES WITH AN ANT-OXIDANT COMPOUND BEFORE MATING. S/S LOCK S/S LOCK • 4. 00 NOT INSTALL CABLE GROUNDING KT WASHER — ------- WASHER AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR _ _ 5701 SOUTH SANTA FE DRIVE DOWN TO GROUNDING BUS S/S FLAT LITTLETON, CO 60120 5. NUT& WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND BAR AND BOLTED ON WASHER Jfff1, WAS FLAT -���� WASHER THEBACK SIDE ——— ——————— --- ——————— _ TINNED COPPER TINNED COPPER 8. ALL GROUNDING PARTS AND EQUIPMENT TO DE SUPPLIED AND INSTALLED BY CONTRACTOR. S/S FLAT GROUNDING BAR --- ——————— S/S FLAT GROUNDING BAR --- ------- 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUND BAR AS WASHER JJJJl� WASHER REQUIRED. S. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8.OF THE BARREL(NO SHINERS). S/S BOLT S/S BOLT (1 OF 2) (1 OF 2) 1/18-MIN SPACING 1/18- MINIMUM SPACING !�P 180CIFkm e34.avm1011vv�LN�1 yDn1s a 732,312. 0 f:732812.SBO1 TYPICAL GROUNDING NOTES NO SCALE TYPICAL EXTERIOR TWO HOLE LUG NO SCALE 2 TYPICAL INTERIOR TWO HOLE LUG NO SCALE 3 12-DIA x 24'DEEP _ INSPECTION SLEEVE PVC OOR ESU ALUM CAP �'OF N�'�li NOTE MINIMUM OF 3 THREADS S/S BOLT(TYP) FINISHED GRADE , TO BE VISIBLE(TYP) S/S SPLIT WASHER ) 0.° ° ° ° ° 04 c S/S FLAT WASHER (TYP) / /,,, / / 2 HOLE LONG BARREL TINNED SOLID COPPER o \\j\\j\\j\\j j\\j\\j\\j�� EXOTHERMIC CONNECTION LUG (TYP) -� / 3/4-CRUSHED STONE OR RN COATED SOLID S/S FLAT WASHER (TYP) \�\%j\% ////\\\ EQUAL FILL TEST WELL TO WITHIN 2'OF TOP OF COPPER BUS BAR S/S NUT(TYP) �i?�\ / GROUNDING LO0P CONDOR IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION �IHSULA TOR � \/ � , OF A LICENSED PROFESSIONAL ENGINEER. IF TO ALTER THIS DOCUMENT. ---- -----� DRAWN BY: CHECKED BY:APPROVED BY: TEIT #2 AWG SOLID TINNED CJR TA PJT COPPER CONDUCTOR EXTERIOR GROUND RING RFDS REV #: GROUND ROD. 1/2'MIN. x 8'-O- --- LONG COPPER CLAD STEEL (°RIC0 f625M) CONSTRUCTION DOCUMENTS LUG DETAIL No scALE 4 NOT USED No scALE 5 TYPICAL TEST GROUND ROD WITH INSPECTION SLEEVE NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION A 00/18/2021 ORM FOR RIVEN 0 0.3/01/2022 REVISED PER COI0ERI5 C 08/29/2072 REVISED PER COMMS 115 A&E PROJECT NUMBER 2438H.001.071 DISH Wireless L.L.C. PROJECT INFORMATION NYNYCO2242A 9245 MAIN ROAD EAST MARION, NY 11939 SHEET TITLE GROUNDING DETAILS SHEET NUMBER G-3 NOT USED NO SCALE 7 NOT USED No SCALE $ NOT USED NO SCALE Q DISH Wkdm L L C TEMPLATE VERSION 38 - 07/23/2021 RF JUMPER COLOR CODING 3/4' TAPE WIDTHS WITH 3/4' SPACING ALPHA RRH BETA RRH GAMMA RRH LOW BANDS (N71+N26) AWS • PORT 1 PORT 2 PORT 3 PORT 4 PORT 1 PORT 2 PORT 3 io PORI 1 PORT 2 PORT 3 PORT 4 OPTIONAL - (N29) (N66+N70+H-BLOCK) d s h LOW-BAND RRH - + SLANT - SLANT + SLANT - SLAM + SLANT - SLANT + SLANT + SLAFNi - SLANT + SLAM (60OMHz N71 BASEBAND) + ORANGE PURPLE 771 (850MHz N26 BAND) + (700MHz N29 BAND) - OPTIONAL PER MARKET RED RED RED RED BLUE BLUE BLUE CREEK GREEN GREEN GREEN ��cc ORANGE ORAdN(,E RED RED ORANGE ORANGE BLUE BLUE ORANGE ORANGE GREEN GREEN ADD FREQUENCY COLOR TO SECTOR BAND CBRS TECH NEGATIVE SLANT PORT 5701 SOUTH SANTA FE DRIVE (CBRS WILL USE YELLOW BANDS) ORANGE ORANGE I T ORANGE ORANGE _ ORANGE ORANGE (3 GHz) ON ANT RRH LITTLEfON, CO 80120 YELLOW WHITE ALPHA SECTOR BETA SECTOR GAMMA SECTOR RED OE i BLUE jPUR11 CREEK I GREEN JPURPLE MID—BAND RRH(AWS BANDS N66+N70) RED PURPLE PURPLE BLUE PURPLE CREEK RED BLUE GREEN � _ PURPLE _ PURPLE PURPLE ASSOCIATES ADD FREQUENCY COLOR TO SECTOR BAND IBM Rmse34.Su"101-VML N..J—,By07719 (CBRS WILL USE YELLOW BANDS) COLOR IDENTIFIER No scaE 2 HYBRID/DISCREET CABLES EXAMPLE 1 EXAMPLE 2 EXAMPLE 3 JRE JZUE REO (��NEW INCLUDE SECTOR BANDS BEING SUPPORTED yJL ALONG WITH FREQUENCY BANDS EXAMPLE 1 — HYBRID, OR DISCREET, SUPPORTSALL SECTORS, BOTH LOW—BANDS AND MID—BANDS F EXAMPLE 2 — HYBRID, OR DISCREET, SUPPORTS CBRS ONLY, ALL SECTORS FIBER JUMPERS TO RRHs LOW BAND RRH HIGH BAND RRH LOW BAND RRH HIGH BAND RRH LOW BAND RRH HIGH BAND RRH LOW—BAND RRH FIBER CABLES HAVE SECTOR STRIPE ONLY IT IS A VIOLATION of LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER, BLUE BLUE GREEN GREEN TO ALTER THIS DOCUMENT. PURPLE PURPLE DRAWN BY: CHECKED BY:APPROVED BY: CJR T.A. PJT POWER CABLES TO RRHs LOW BMD RRH HIGH BMD RRH LOW BAND RRH HIGH BAND RRH LOW BAND RRH HIGH BAND RRH RFDS REV #: --- LOW-BAND RH POWER CABLES HAVE SECTOR CONSTRUCTION RED RED BLUE BLUE GREEN GREEN DOCUMENTS NOT USED NO SCALE 3 SUBMITTALS PURPLE PURPLE PURPLE REV DATE DESCRIPTION A 00/16/2021 ISSUED FOR REVIEN B 03/01/2022 REVISED PER COMIO s RET MOTORS AT ANTENNAS ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 C 09/29/2022 REV®PER COMMOCS LOW BAND/ HIGH BAND/ LOW BAND/ HIGH HAND/ LOW BAND/ HIGH BAND/ 'IN' 'IN' 'IN' 'IN' 'IN' 'IN' RED RED BLUE BLUE GREEN GREEN A&E PROJECT NUMBER PURPLE PURPLE PURPLE 2438H.001.071 DISH Wireless L.L.C. PROJECT INFORMATION MICROWAVE RADIO LINKS FORWARD AZIMUTH OF 0-120 DEGREES FORWARD AZIMUTH OF 120-240 DEGREES FORWARD AZIMUTH OF 240-360 DEGREES NYNYCO2242A LINKS WILL HAVE A 1.5-2 INCH WHITE WRAP WITH PRIMARY SECONDARY PRIMARY SECONDARY PRIMARY SECONDARY 9245 MAIN ROAD THE AZIMUTH COLOR OVERLAPPING IN THE MIDDLE. ADD ADDITIONAL SECTOR COLOR BANDS FOR EACH EAST MARION, NY 11939 ADDITIONAL MW RADIO. WHITE WHITE WHITE WHITE WHITE WHITE MICROWAVE CABLES WILL REQUIRE P—TOUCH RED RED BLUE BLUE GREEN GREEN SHEET TITLE LABELS INSIDE THE CABINET TO IDENTIFY THE wH1TE WHITE WHITE WHITE wHrrE WHITE LOCAL AND REMOTE SITE ID'S REO BLUE GREEN RF WHITE WHITE WHITE CABLE COLOR CODE SHEET NUMBER RF-1 RF CABLE COLOR CODES NO SCALE NOT USED NO SCALE 1 j ' -- 4 DISH Wrele" L.L.C. TEMPLATE VERSION 38 — 07/23/2021 EXOTHERMIC CONNECTION • AB ANCHOR BOLT IN INCH ABV ABOVE INT INTERIOR MECHANICAL CONNECTION ■ AC ALTERNATING CURRENT LB(S) POUND(S) BUSS BAR INSULATOR A ADDL ADDITIONAL. LF LINEAR FEET r AFF ABOVE FINISHED FLOOR LTE LONG TERM EVOLUTION CHEMICAL,ELEcrROLm GROUNDING SYSTEM B AFG ABOVE FINISHED GRADE MAS MASONRY TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM @T AGL ABOVE GROUND LEVEL MAX MAXIMUM d." s h EXOTHERMIC WITH INSPECTION SLEEVE AIC AMPERAGE INTERRUPTON CAPACITY T - � ALUM ALUMINUM MECH MME HCHMICA IL GROUNDING BARALUM ALTERNATE MFR MANUFACTURER 5701 SOUTH SANTA FE DRIVE GROUND ROD III • ANT ANTENNA MGB MASTER GROUND BAR UTTLETON, CO 80120 TEST GROUND ROD WITH INSPECTION SLEEVE IIT APPROX APPROXIMATE MIN MINIMUM ARCH ARCHITECTURAL MISC MISCELLANEOUS SINGLE POLE SWITCH ATS AUTOMATIC TRANSFER SWITCH MR METAL AWG AMERICAN MARE GAUGE MTS MANUAL TRANSFER SWITCH DUPLEX RECEPTACLE BATT BATTERY MW MICROWAVE y� BLDG BUILDING NEC NATIONAL ELECTRIC CODE DUPLE)C GFCIY RECEPTACLE BLK BLOCK NM NEWTON METERS �J BLKG BLOCKING NO. NUMBER Fp^ FlaJORESCENi LIGHTING FIXTURE(2)TWO LAMPS 48—T8 r---� BM BEAM L_i_J BTC BARE TINNED COPPER CONDUCTOR t NUMBER NTS NOT TO SCALE SMOKE DETECTION (DC) O BOF BOTTOM OF FOOTING OC ON—CENTER FAMCHIMPAPAMUL0 GAB CABINET OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION ASSOC —ma— EMERGENCY LIGHTING (DC) CANT CANTILEVEREDOPNG OPENING 1806 L "�'��� CHC CHARGING a 732.312.98 F.732.312.9801 P/C PRECAST CONCRETE SECURITY LIGHT W/PHOTOCELL LIRMIA A" CLG CEILING OPa PERSONAL OOMMUNICATKXI SERVICES TXD CLR CLEAR LED-1-25i%4W/51K-SR4-120-PE-DDBPCU PRIMARY CONTROL UNIT CHAIN LINK FENCE x x x x COL COLUMN PRC PRIMARY RADIO CABINET COMM COMMON -- HIf IRON FENCE CONC CONCRETE PP POUNDS P PRESERVING WOOD/WROUGHT PSF POUNDS PER SQUARE FOOT OF IhQE]ETf�. WALL STRUCTURE CONSTR CONSTRUCTION PSI POUNDS PER SQUARE INCH LEASE AREA — ——— — —— — ————— DBIL DOUBLE DC DIRECT CURRENT PT PRESSURE TREATED • YR POWER CABINS PROPERTY LINE(PL) — — — DEPT DEPARTMENT O Qn QUANTITY - , SETBACKS ————————————————————————— OF DOUGLAS FIR RAD RADIUS DIA DIAMETER ICE BRIDGE DIA RECTIFIERDIAG DIAGONAL RET REFERENCE CABLE TRAY DW DIMENSION WATER UW NE — — W — W W — W — DWG DRAWING REREINFORCEMENT y REWD REQUIRED � OWL DOWEL UNDERGROUND POWER —UCP—UGP—UGP—UGP—UGP— EA EACH RET REMOTE ELECTRIC TILT UNDERGROUND TELCO —tm —UCT—UGT—UGT—UGT— EC ELECTRICAL CONDUCTOR RIF RADIO FREQUENCY R IS A VIOLATION OF LAW FOR ANY PERSON, RMC RKXD METALLIC CONDUIT UNLESS THEY ARE ACTING UNDER THE DIRECTION OVERHEAD POWER pp-qp-qp-pp- EL. ELEVATION OF A LICENSED PROFESSIONAL ENGINEER, ELEC ELECTRICAL RRH REMOTE RADIO HEAD TO ALTER THIS DOCUMENT. OVERHEAD TELCO ONE tart OFtf OHf RRU REMOTE RADIO UNIT EMT ELECTRICAL METALLIC TUBING UNDERGROUND TELCO/POWER _U"/P—�/P —�/p—�/P _ ENG ENGINEER RWY RACEWAY DRAWN BY: CHECKED BY:APPROVED BY: SGR SCHEDULE CJR T.A. PJT ABOVE GROUND POWER —AW —AW—AW —AGP —AW — ED EfU�ANSf011 %IT SHEET ABOVE GROUND TELCO —AGT —AGT —AGT —AGT —AGT SLID SMART INTEGRATED ACCESS DEVICE RFDS REV #: --- EXT EXTERIOR ABOVE GROUND TELCO/POWER —AGT/P —AGT/P —AGT/P —AW/P EW EACH WAY SIM SIMHAR FAB FABRICATION SPEC SPECIFICATION CONSTRUCTION WORKPOINT W.P. FF FINISH FLOOR SQ SQUARE DOCUMENTS xx FG FINISH GRADE SS STAINLESS STEEL BECTON REFERENCE X_X FIF FACILITY INTERFACE FRAME STD STANDARD SUBMITTALS FIN FINISH(m) SIL STEEL. REV DATE DESCRIPTION FLR FLOOR THIP THICKNESS THK THICKNESSA 08/18/2021 MM FOR MW DETAIL REFERENCE FDN FOUNDATION TMA TOWER MOUNTED AMPLIFIER I 0.3/01/2022 REVISM PUt CO NMM FOC FACE OF CONCRETE TN TOE NAIL c 0o/2n/2M ReMW PER COF81MM FOM FACE OF MASONRY TOA TCW OF ANTENNA FOS FACE OF STUD TOC TOP OF CURB FOW FACE OF WALL TOF TOP OF FOUNDATION FS FINISH SURFACE TOP TOP OF PLATE(PARAPET) FT FOOT A&E PROJECT NUMBER FFOOTING 06ITNG TOS TOP OF STEEL I OOTI TOW TOP OF WALL 2438H.001.071 GEN GENERATOR TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION DISH W eless UNDERGROUND GFCI GROUND FAULT CIRCUIT INTERRUPTER nP PRO ECTrINFORMATION GIB GLUE LAMINATED BEAM UG UHOERGROUND GLV GALVANIZED UL UNDERWRITERS LABORATORY NYNYCO2242A GPs GLOBAL POSITIONING SYSTEM LINK UNLESS NOTED OrnERVME 9245 MAIN ROAD GND GROUND LIMITS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM EAST MARION, NY 11939 GSI GLOBAL SYSTEM FOR MOBILE UPS UIIIERRUPTIBLE POWER SYSTEM (DC POWER PLANT) IDG HOT DIPPED GALVANIZED VIF VERIFIED IN FIELD W WIDE SHEET TITLE HDR HEADER "m HANGER W/ WITH ABBREVIATIONS AND WAC �T�A /AR CONDITIONING WD WOODABBREVIATIONS M HEIGHT WP WEATHERPROOF SHEET NUMBER IGR INTERIOR GROUND RING WT WEIGHT GN-1 LEGEND ABBREVIATIONS DISH WW= L.L.C.TEMPLATE VERSION 35— 07/23/2021 SITE ACTIVITY REQUIREMENTS: GENERAL NOTES: 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 r L.L.C. AND TOWER OWNER NOC & THE DISH Wireless L.L.C. AND TOWER OWNER CONSTRUCTION MANAGER. 2. 'LOOK UP' - DISH Wireless LLC. AND TOWER OWNER SAFETY CLIMB REQUIREMENT: CARRIER:DISH Wireless L.L.C. d s h THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL STAGES TOWER OWNER:TOWER OWNER 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 ' 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 THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE LINKED 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 5701 SOUTH SANTA FE DRIVE 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 LIITLETON, Co 80120 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. 3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF 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, 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. JURISDICTIONAL REQUIREMENTS. SITE VISITS BY THE ENGINEER OR HIS REPRESENTATIVE WILL NOT INCLUDE INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL 4. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING PLANS, CLIMBING OBSERVATION OF THE FINISHED STRUCTURE ONLY. 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. 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 FFIMCH V 12apip 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 18001-3e94.5u1a 101'V1S�Lr TaseyII7719 THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION, TO CERTIFY THE SUPPORTING STRUCTURES) IN RECORD. �7a2a12.�oa E 732�37z.9807 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 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 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. AN ALTERNATIVE INSTALLATION FOR APPROVAL BY DISH Wireless LLC. 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 CHANGE OF INSTALLATION. EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY 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. 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 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS - \ 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 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. IT IS A VIOLATION OF LAW FON TINY PERSON. S THEY AREOF CONSTRUCTION. UN OFA CENSEDAPROFESSIONAL ENGINEER.ON 9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS TO ALTER THIS DOCUMENT. 10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE UNLESS SPECIFICALLY STATED OTHERWISE. PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY DRAWN BY: CHECKED BY:APPROVED BY: CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRDRILLING10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE NG PIERS AROUND OR NEAR 10 ALTERNATIVE THE INSTALLATION FOR APPROVAL BY THE CARRIER AND TOWER OWNER PRIOR N PROCEEDING WITH ANY SUCH CHANGE CJR TA PJT 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 RFDS REV #: --- 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 CONSTRUCTION DRAWINGS. LATEST APPROVED REVISION. 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DOCUMENTS 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 THE WORK. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND SUBMITTALS DISPOSED OF LEGALLY. 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REV DATE DESCRIPTION 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. A 0e/111V=1 ISSM PCM MAW 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 s 03/01/2= Me=PEM CaAoFrs THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF DISH Wireless L.L.C. AND TOWER OWNER, AND/OR LOCAL UTILITIES. BASIS. C 09/29/2= MM PSR COYIEMS 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EQUIPMENT, ROOMS, AND SHELTERS. 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND TOWER AREAS. 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE A&E PROJECT NUMBER APPLICATION. 2438H.001.071 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE CONSTRUCTION DISH Wireless L.L.C. DRAWINGS AND/OR PROJECT SPECIFICATIONS. PROJECT INFORMATION 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF NYNYCO2242A REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL 9245 MAIN ROAD 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY EAST MARION, NY 11939 DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. 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. DISH Wkelm LLC.TEMPIATE VERSION 38 - 07/23/2021 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-TITS 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 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. ' TEMPERATURE OF CONCRETE SHALL NOT EXCEED 90•f AT TIME OF PLACEMENT. 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 5701 SOUTH SANTA FE DRIVE NEC. uTTLErON, CO 80120 BASED ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE TYPE II PORTLAND CEMENT WITH A 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). 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). 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 #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 #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 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR DRAWINGS: OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED VVIMCHIMPASMUM • CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3� MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. .AaSS€ CItA�S 1800FkLde34.Sf2e101•VJaIL NewJaseg07719 • CONCRETE EXPOSED TO EARTH OR WEATHER: 24. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET a 732.312.9800 E 732,312.91�t1 STEEL SHALL MEET OR EXCEED UL 50 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND NEMA 3 (OR BETTER) FOR • #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 • 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 BETTER) FOR EXTERIOR LOCATIONS. .�SoF NEIT,7%, • SLAB AND WALLS 3/4' 26. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 (NEWEST REVISION) AND BE RATED � �CS?_ �� ®`1a� • BEAMS AND COLUMNS 1-1/2' NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. 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 IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. TOWER OWNER BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. ,l m 28. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE ®� ELECTRICAL INSTALLATION NOTES: WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. 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 LLC.'. �� 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 IT is A VIOLATION OF LAW FOR ANY PERSON, THEY ARE ACTING UNDER THE AND TRIP HAZARDS ARE ELIMINATED. ""LESS OFF A LICENSED PROFESSIONAL ENGINEER,DIRECTION TO ALTER THIS DOCUMENT. 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. DRAWN BY: CHECKED BY:APPROVED BY: 4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REQUIREMENT OF CJR I TA PJT THE NATIONAL ELECTRICAL CODE. RFDS REV #: --- 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 CONSTRUCTION RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PRE THE DOCUMENTS GOVERNING JURISDICTION. 5. EACH END OF EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR, AND TELCO CONDUCTOR OR CABLE SHALL BE SUBMITTALS LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2' PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR REV DATE DESCRIPTION EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA A 0E/1E/20Q1 ABATED FLR RFVVEW 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE O 03/01/2= RIUM PER COIAW13 CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (i.e. PANEL BOARD AND CIRCUIT a 09/m/20n MM PM COMLETI15 ID'S). 7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. 8. TIE WRAPS ARE NOT ALLOWED. 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR (#14 OR LARGER) A&E PROJECT NUMBER WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 2438H.001.071 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (J6 OR LARGER) WITH DISH Wireless LLC. TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. PROJECT INFORMATION 11. POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI-CONDUCTOR, TYPE SOOW CORD (#14 OR LARGER) UNLESS NYNYCO2242A OTHERWISE SPECIFIED. 9245 MAIN ROAD 12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE (#14 OR LARGER), WITH EAST MARION, NY 11939 TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 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). 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 DISH Whbo LLC.TEMPLATE VERSION 38 - 07/23/2021 GROUNDING NOTES: 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GESS) SHALL BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. r 2. THE CONTRACTOR SHALL PERFORM IEEE FALL—OF—POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR GROUND ELECTRODE SYSTEMS, THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO d.*.sh ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE TESTING RESULTS. 4. METAL CONDUIT AND TRAY SHABE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY 5701 SOUTH SANTA FE DRIVE LL LITTLETON, Co 80120 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 WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. 6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, #6 STRANDED COPPER OR LARGER FOR INDOOR BTS; #2 BARE SOLID TINNED COPPER FOR OUTDOOR BTS. 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE OF THE GROUND BUS ARE PERMITTED. 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 SOLID TINNEDFFEN04 AM fmapi COPPER UNLESS OTHERWISE INDICATED. 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 1900 P"Ae34.&Aa a 10U7719 732312-91310131 732312 � N2 10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED. 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. F 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. zap 15. APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND me CONNECTIONS. 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. 17. MISCELLANEOUS ELECTRICAL AND NON—ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 18. BOND ALL METALLIC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND CONDUCTOR. IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION 19. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED OF A LICENSED PROFESSIONAL ENGINEER. THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR TO ALTER THIS DOCUMENT. SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL DRAWN BY: CHECKED7T-APPROVED BY. 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. CJR T.A. PJT 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 BARE SOLID TINNED COPPER IN 3/4' REDS REV #: NON—METALLIC, FLEXIBLE 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). CONSTRUCTION 21. BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE DOCUMENTS TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUNDING RING, TO THE EXISTING GROUNDING SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO SUBMITTALS THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER UNE REV DATE DESCRIPTION (FERROUS OR NONFERROUS METAL PIPING ONLY). DO NOT ATTACH GROUNDING TO FIRE SPRINKLER SYSTEM PIPES. A 08/10 21 W=FOR IEVEIP B 08/01/7022 Mm PER COMbOOS C 09/20/2072 r✓fvi W PER OMAMM A&E PROJECT NUMBER 2438H.001.071 DISH Wireless LLC. PROJECT INFORMATION NYNYCO2242A 9245 MAIN ROAD EAST MARION, NY 11939 a SHEET TITLE GENERAL NOTES SHEET NUMBER GN-4 DISH W ala LLC.TEMPLATE VERSION 38 — 07/23/2021 NOTES 1. CONTRACTOR sHALL FIELD VERIFY ALL DIMENSIONS. • - -2.CONTRACTOR SWILL MAINTAIN A 10'-0" MINIMUM SEPARATION BETWEEN THE PROPOSED GPS UNIT, TRANSMITTING ANTENNAS AND EXISTING CPS UNITS. �- 3. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. d sh - wkeww 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 F;%4k FRENCH&PIAR;FtEi 1 n ASSoCtATES 19M Fksse 34.Sine 101•VVdL Mm Je'sw 07719 o:732.3129800 f.732.312.9801 r ��------ --------- � x EXISTING BUILDING 1 x EXISTING E PARKING LOT R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SEE COMPOUND DRAWN BY: CHECKED BY:APPROVED BY: SITE PLAN (SHEET A-1.1) CJR T.A. PJT EXISTING BUILDING REDS REV //: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION EXISTING BUILDING A 08/18/2021 ISSUED FOR REVEM B 03/01/2022 REVISED FIR COMIENTS C 00/29/2022 REVISED PER 030ABOS A&E PROJECT NUMBER 2438H.001.071 DISH Wireless L.L.C. PROJECT INFORMATION NYNYCO2242A 9245 MAIN ROAD EAST MARION, NY 11939 SHEET TITLE OVERALL SITE PLAN SHEET NUMBER A-1 OVERALL SITE PLAN NO scuE DISH Wir.a LLC. TEMPLATE VERSION 38 — 07/23/2021 • L� Ilr, l� lllUl �� MAR 16 2023 dufl-UlNu U&I. March 10,2023 TOVVMOFg011r014n1 n VIA CUSPS PRIORITY MAILI Town of Southold Building Department 54375 Route 25 P.O Box 1179 Southold,NY 11971 RE: February 2, 2023,Eligible Facilities Request-Permit Filing of DISH Wireless to Modify"Existing Wireless Tower"Located at 9245 Main Road Route 25 East Marion NY 11939 SBL: 31.-3-11.31 Dear Building Department: I am writing to request the status of our February 2, 2023, Eligible Facilities Request— Permit Filing,'which will not substantially change the existing wireless tower's physical dimensions.2 As we approach the 6o-day approval deadline of April 2, 2023, I remain available to partner with you to provide any required information3 and answer any questions you have during your review. Respectfully submitted, �xe/6QnM Derek Picinic, agent on behalf of Crown Castle and DISH Wireless 1 Our Eligible Facilities Request("EFR")was submitted pursuant to Section 6409(a)of the Middle-Class Tax Relief and Job Creation Act of 2012("Spectrum Act")and the Federal Communications Commission's ("FCC")implementing rules at 47 C.F.R.§1.61oo et seq. See also Pub.Law No.112-96,126 Stat.156 (2012).Section 6409(a)mandates that a state or local government must approve an eligible facilities request for the modification of an existing wireless tower or base station that does not substantially change the physical dimensions'of such tower or base station.Under the FCC's implementing rules,if a state or local government fails to approve the request within 6o days,the approval is deemed granted. 2 See 47 C.F.R.§1.61oo(b)(7). 3 Pursuant to Section 1.61oo(c)of the FCC's rules,jurisdictions may require documentation or information"only to the extent reasonably related to determining whether the request meets the requirements"of Section 6409(a). IN DATE: March 23, 2023 Dear Susan Pontino, Regarding 119245 Main Road (RT 25),East Marion NY, 11939" Tax Map ID: 31.-3-11.31 NYNYCO2242A DISH 5G Enclosed contains the BP FEE of$550.00. -Call me if you have any questions (551)-655-7086. Respectfully .A. _ Derek Anthony Picinic MEMO Project Coordinator l N R'AN, G inRange Solutions s"d�ti`'T 0d:riT Sen ckv1c-©vc S � c Mejia, Evelin From: Mejia, Evelin Sent: Wednesday,August 16, 2023 12:42 PM To: 'dpicinic@inRange-Ilc.com' Subject: Open Items on BP#49038 Attachments: ####49038tix_20230816123151.pdf Good afternoon, The following are open items needed in order to close out BP#49038 for the property at 9245 Route 25, East Marion: • Electric Certificate • Final okay from the Planning Department • Engineer is required to certify all connections to.the existing Monopole. Please call to schedule an Electrical Inspection. Attached is the ticket from Final Inspection. Thank you Evelin Mejia Town Of Southold Building Department Annex Building 54375 Main Road Southold, NY 11971 (631)765-1802 1 Town of Southold, New York Ckyscape Telecommunications Site Review C O N S U L T A N T S , I N C . 2423 S.Orange Ave#317 Collocation Application Orlando,FL 32806 Tel:877.438.2851 Fax:877.220.4593 March 14,2023 Ms. Heather Lanza,Planner Town Hall Annex Building 53095 Route 25 Southold,New York 11971 PROVIDER/ID: Dish Wireless/NYNYCO2242A TOWER OWNER/ID/NA 1E: Crown Castle/BU#8571 I l/East Marion ADDRESS: 9245 Main Road,East Marion,NY LATITUDE: 41'7' 41.71"N LONGITUDE: 72'20' 28.71"W SCTM#: 1000-3l.-3-11.31 STRUCTURE: 110' Unipole Dear Ms.Lanza, At your request, on behalf of the Town of Southold ("Town"), CityScape Consultants, Inc. ("CityScape"), in its capacity as telecommunications consultant for the Town, has considered the merits of the above-referenced application submitted on behalf of Dish Wireless ("Applicant") to collocate on an existing one hundred nine (109) foot concealed unipole tower (114'- 9' with appurtenances). The tower is located at 9245 Main Road,East Marion,New York,see Figure 1. Support Structure&Equipment Per the submitted construction drawings(CD's)',the Applicant proposes to install one(1)Over Voltage Protector(OVP)at the 78'6"foot elevation on the tower and three(3)antennas at the 74' foot elevation along with twelve (12) hybrid cables to connect to the ground mounted equipment. The proposed antenna OVP will be mounted around the interior mast of the unipole and behind a cover and the cables inside the pole shaft so no equipment will be visible from the outside of the tower, see Figures 2 and 3. On the ground, inside the existing fenced in equipment compound, Dish proposes to install a new 5'x7' steel equipment platform,two (2) equipment cabinets, six(6) remote radio heads (RRHs), four (4) diplexers, an"H-Frame" for ancillary telco equipment, and a connecting ice bridge to route the cables to the tower. Structural Analysis The Applicant submitted a structural analysis report prepared by Crown Castle, dated August 17, 2021, based on ANSI/EIA/TIA-222-H, Risk Category II and Exposure Category C criteria. The analysis concludes that,after the Applicant's proposed modifications,the tower would be at 52.7% of 1 CD's prepared by French&Parrello Associates,dated 9/29/22`Revised Per comments"signed and sealed by a New York registered Professional Engineer. Town of Southold—SCTM# 1000-31.-3-1131 cityscape Dish Wireless/NYNYCO2242A C O N S iJ L A N T S I N C . Page 2 usage capacity(out of an allowable 105%). For this reason,it is determined that the structure,with the proposed new collocation,will be structurally compliant for the proposed new equipment,see Figure 4. It is noted in Table 2 of the SA that three(3)existing antennas,at the 74' elevation,will be removed and replaced with the proposed Dish equipment. RF Exposure Safety In order to comply with the Town's Code Article XVII titled, Wireless Communication Facilities, Section 280-70.K.(1) through (5) pertaining to radio emissions, the Applicant provided a Radio Frequency — Electromagnetic Energy Maximum Permissible Exposure Study Report dated November 18, 2022, prepared by a Radio Frequency Engineer for Dish. The information provided within the study is based on computer modeling and analytical methods in accordance with the FCC's Bulletin 65, Evaluating Compliance with FCC Guidelines for Human Exposure to Radio Frequency Electromagnetic Fields as required by the Town's Code. The report concludes the collected emissions from the existing and proposed equipment are below FCC standards,see Figure S. Summary CityScape verified this application to be an eligible facilities request and meets the definition of a non-substantial change ("substantial change"being defined in 47 CFR §1.6100(b)(7) of the FCC Rules). Therefore, this application qualifies for streamlined processing at staff level under 47 CFR §1.6100(c) and Cityscape recommends approval. The Applicant is reminded that any planned equipment changes that differ from the submitted Construction Drawings must be filed with the Town for review and approval. I certify that, to the best of my knowledge, all the information included herein is accurate at the time of this report. Cityscape only works for public entities and has unbiased opinions.All reviews are based on technical merit without prejudice per prevailing laws and codes. Regarding the structural analysis reports, Cityscape verified that the proposed appurtenances shown by Applicant's construction drawings were listed in the structural reports, but did not independently verify the calculations, statements or the appropriateness of the analysis criteria contained therein. Town staff should verify compliance with applicable building and fire codes prior to issuance of a permit for this modification. Respectfully submitted, Susan Rabold Project Manager Cityscape Consultants, Inc. Town of Southold—SCTM# 1000-31.-3-11.31 � �� Dish Wireless/NYNYCO2242A Page CONSULTANTS , IN C . VICINITY MAP r e r, b told SITE LOCATION A. P v � t� Fc-, to Asik�wya�� �„a�:✓'�,;),;,s�"','41:ii;L=rte. LE Ff � z t r` i` Figure 1—Site Location Map Town of Southold-SCTM# 1000-31.-3-11.31 CityScape Dish Wireless/NYNYCO2242A Page 4 C ON S U L T A N T S , I N C . EXIS"EOIAPN£NT�_ To?a.O 11V-9•ML EXISBNG BEACON 7'OP EL O 171'-0'ACL Efp5111X3 E6IAPAF.NT TOP EL O 10B'-G'AGL EXISiWG CONCF1dHFM YONGPGIE� II I TDP EL O 10UM A E E1 WP=AT&T PANEL ANTENNA 1 RAD CfHtER 0 1a'-G•ALLY g EXISTING VERMON PANEL ANTENNA _ tP3J7 j j RAO CENTER O 94'-D'AGL ITim". s 00MG T-MOBILE PANEL ANTENNA�. RAO CENTER O 841-0'ACL —944 1 1 (1j PROPO®OISN Wfds WO.CNP I (3)PROPOSED 0191 f&al�e1 tJ.6 ANEF7OiAS_� ! RAD CBM•741-Q'AM%F 1 I 1 i (12)P90POSM OOOI WIMk ml LLQ r 1 NYEEUD CAME DISIDE EMSIM I i EXISTING M0140POLE MONOPOLE ] I t ti II 1 t 1 1 I 1 I EXISTING ICE BRIDGE ; EXMMC EAST YARION FIRE DISTRICT ANTENNA PROPOSED 1X91 WFmlm LLC. ] RAD CE ER 0 W-0-AGL EQUIPMENT ON PROPOSED ] SUMM PIATFORMW ] PROPOSED MM 1 Wb LLC. t GPS tmr I I 1 1 t t EXISONG ENTRY PORT 1 1 it Figure 2-Tower Elevation Town of Southold-SCTM# 1000-31.-3-11.31 CkScape Dish Wireless/NYNYCO2242A Page C O N S U L T A N T S I N C . 38' DIA. 3' i11tL SPACE TO DEMME E THE UM OF THE cJUCS1ER PROPOSED DISH Wi efew LLC. ANTENNA Al SECTOP. (3) SAL) EXISTING MAST PROPOSED DISH Wirefew LLC. MOUNT % 81 �� Ct PROPOSED 0M Wlrelaw L.L.C. CAMMER ANTENNA RAD CENTER 0 75'-9' A.G.L. Figure 3-Overhead and Side Views of Proposed Equipment Configuration Town of Southold-SCTM# 1000-31.-3-11.31 c a� Dish Wireless/NYNYCO2242A Page CONS ULTANTS , IN C . RECEIVED CROWN FEB 3 7 20,23 Date: August 17,2021 SoL——nth Town %� !ate CASTL� Planning Board Crown Castle 2000 Corporate Drive Canonsburg,PA 15317 (724)416-2000 Subject: Structural Analysis Report Carrier Designation: DISH Network Co-Locate Site Number: NYNYCO2242A Site Name: NY-CCI-T-857111 Crown Castle Designation: BU Number: 857111 Site Name: EAST MARION JOE Job Number. 640458 Work Order Number: 1971184 Order Number. 548683 Rev.4 Engineering Firm Designation: Crown Castle Project Number: 1971184 Site Data: 9245 MAIN ROAD,EAST MARION,SUFFOLK County,NY Latitude 41"7'41.71",Longitude-72"20'28.71" 109 Foot-Concealment Tower Crown Castle is pleased to submit this"Structural Analysis Report'to determine the structural integrity of the above-mentioned tower. The purpose of the analysis Is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation,under the following load case,to be: L07:Proposed Equipment Configuration Sufficient Capacity The structure has sufficient capacity once the loading changes,described in the Recommendations section of this report,are completed. This analysis has been performed in accordance with the 2020 New York State Uniform Code based upon an ultimate 3-second gust wind speed of 128 mph.Applicable Standard references and design criteria are listed in Section 2-"Analysis Criteria". Structural analysis prepared by:Kenneth Sukitch,E.I.T. QF NEW? 0 Respectfully submitted by: t�tE`tl E-yUf9y- r � C`- t�"r Matthew E.Hussak,P.E. Project Engineer 103537 Di ' Matthe ssak Date:2021.09.26 04:21:10-04'00' tnxTower Report-version 8.1.1.0 Structure Rating-(maX from'all components)= 52.7% Notes: Figure 4-Structural Analysis Summary Town of Southold—SCTM# 1000-31.-3-11.31 a� Dish Wireless/NYNYCO2242A Pagel C o N S U L T A N T S , I N C. ��au:r,orn fc•¢,ri"i Radio Frequency—Electromagnetic Energy(RF-EME)- Maximum Permissible.Exposure(MPE)Study Report for Site ID:NYNYCO2242A 9245 MAIN ROAD,EAST MARION NY 11952 Date: November 18,2022 Prepared by: Zheng Li Email: zheng.li@dish.com Flame:Zheng Li Title:RF Engineer Company:Dish Wireless Signature: Date:11/18/2022 The charts in Section 3 show a summary of the RF-EME exposures on the ground for the area within the perimeter of the chain-link fence surrounding the stealth pole,in one square foot increments.These results assume that the equipment uses the maximum transmitter capacity with 100°/a duty cycle and therefore are the worst case scenarios.The antenna locations for the other operator(s),if present,have been included in the study to give a composite value. The predicted software analysis performed with RoofView® 5 has shown that the Dish transmitter equipment located on this stealth pole does not exceed the maximum permissible exposure levels for the FCC Public or FCC Occupational Standards for the predicted area on the ground(20 x 20 sq.ft.).The maximum%WE on the ground or street is 7.9%of the FCC Public Standard and 1.3%of FCC Occupational Standard respectively. Figure 5—RF Exposure Assessment Report CROW, N Date: August 17,2021 CASTLE Crown Castle 2000 Corporate Drive Canonsburg, PA 15317 (724)416-2000 Subject. Structural Analysis Report Carrier Designation: DISH Network Co-Locate Site Number: NYNYCO2242A Site Name: NY-CCI-T-857111 Crown Castle Designation: BU Number: 857111 Site Name: EAST MARION JDE Job Number: 640458 Work Order Number: 1971184 Order Number: 548683 Rev.4 Engineering Firm Designation: Crown Castle Project Number: 1971184 Site Data: 9245 MAIN ROAD, EAST MARION, SUFFOLK County, NY Latitude 41' 7'41.71", Longitude-720 20'28.71" 109 Foot-Concealment Tower Crown Castle is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above-mentioned tower. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case,to be: LC7: Proposed Equipment Configuration Sufficient Capacity The structure has sufficient capacity once the loading changes, described in the Recommendations section of this report, are completed. This analysis has been performed in accordance with the 2020 New York State Uniform Code based upon an ultimate 3-second gust wind speed of 128 mph.Applicable Standard references and design criteria are listed in Section 2-"Analysis Criteria". Structural analysis prepared by: Kenneth Sukitch, E.I.T. ®F NE*,, Respectfully submitted by: ��@ E.E- 1A p W � � tv Matthew E. Hussak, P.E. y Project Engineer 1035 Di Matthe ssak Date: 2021.09.26 04:21:10 -04'00' tnxTower Report-version 8.1.1.0 109 Ft Concealment Tower Structural Analysis August 17, 2021 CCI BU No 857111 Project Number 1971184, Order 548683,Revision 4 Page 2 TABLE OF CONTENTS 1) INTRODUCTION 2)ANALYSIS CRITERIA Table 1 -Proposed Equipment Configuration Table 2-Non-Carrier Equipment to be Conditionally Removed Table 3-Other Considered Equipment 3)ANALYSIS PROCEDURE Table 4-Documents Provided 3.1)Analysis Method 3.2)Assumptions 4)ANALYSIS RESULTS Table 5-Section Capacity(Summary) Table 6-Tower Component Stresses vs. Capacity- LC7 4.1) Recommendations 5)APPENDIX A tnxTower Output 6)APPENDIX B Base Level Drawing 7)APPENDIX C Additional Calculations tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683,Revision 4 Page 3 1) INTRODUCTION This tower is a 109 ft concealment tower designed by PENNSUMMIT TUBULAR, LLC.The base tower is 69 ft and a concealment extends from 69 ft to 109 ft. The tower has been modified to accommodate additional loading. 2)ANALYSIS CRITERIA TIA-222 Revision: TIA-222-H Risk Category: II Wind Speed: 128 mph Exposure Category: C Topographic Factor: 1 Ice Thickness: 1 in Wind Speed with Ice: 50 mph Service Wind Speed: 60 mph Table 1 -Proposed Equipment Configuration Center Number Number Feed Mounting Line Antenna of Antenna Model of Feed Line Level (ft) Elevation Antennas Manufacturer Lines Size (in) (ft) 4 I commscope CDX623T-DS 74.0 74.0 F__3 _T commscope FW-65B-R3 12 1-3/8 1 raycap RDIDC-9181-PF-48 Table 2-Non-Carrier Equipment to be Conditionally Removed Center Number Number Feed Mounting Line Antenna of Antenna Model of Feed Line Level (ft) Elevation Antennas Manufacturer Lines Size (in) i 74.0 I 75.0 I 3 1 andrew HBX-6515DS-T2M Table 3-Other Considered Equipment Center Number Number Feed Mounting Line Antenna of Antenna Model of Feed Line Level (ft) Elevation Antennas Manufacturer Lines Size(in) (ft) 109.0 1 116.0 I 1 I dbspectra I DS4C06F36U6D I 1 11-5/8 _ 10'x36" OD 104.0 1 Concealment Canister 104.0 3 quintel technology QS6658-3E 12 1-1/4 102.0 3 commscope CBC426T-DS-43 101.0 3 commscope CBC426T-DS-43 _ 10'x 34" OD 94.0 1 Concealment Canister 94.0 3 amphenol CWWX063X25G00 12 7/8 92.0 3 rfs/celwave FDA3P5002-1 C 90.0 3 rfs/celwave FDA3P5002-1C tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683, Revision 4 Page 4 Center Number Number. Feed Mounting Line Antenna of Antenna Model of Feed Line Level(ft) Elevation Antennas Manufacturer Lines Size(in) (ft) 85.0 I 3 I andrew I SBNHH-1 D65B 10'x34" OD 84.0 84.0 1 - Concealment Canister 18 7/8 82.0 3 kathrein 78211066 80.0 3 ericsson KRY 112 144/1 75.0 75.0 .1 _ 10'x 34" OD - - Concealment Canister 30.0 33.0 2 laird technologies FRX450 2 1/2 30.0 2 tower mounts Side Arm Mount[SO 701-11 3)ANALYSIS PROCEDURE Table 4-Documents Provided Document Reference Source 4-GEOTECHNICAL REPORTS 6234982 CCISITES 4-TOWER FOUNDATION DRAWINGS/DESIGN/SPECS 4567810 CCISITES 4-TOWER MANUFACTURER DRAWINGS 8508592 CCISITES 4-TOWER MANUFACTURER DRAWINGS 5355545 CCISITES 4-POST-MODIFICATION INSPECTION 8704897 CCISITES 4-TOWER REINFORCEMENT DESIGN/DRAWINGS/DATA 8114004 CCISITES 3.1) Analysis Method tnxTower(version 8.1.1.0), a commercially available analysis software package,was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A.When applicable, Crown Castle has calculated and provided the effective area for panel antennas using approved methods following the intent of the TIA-222 standard. 3.2) Assumptions 1) Tower and structures were maintained in accordance with the TIA-222 Standard. 2) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. This analysis may be affected if any assumptions are not valid or have been made in error. Crown Castle should be notified to determine the effect on the structural integrity of the tower. tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683, Revision 4 Page 5 4)ANALYSIS RESULTS Table 5-Section Capacity(Summary) Section Elevation(ft) Component Size Critical P(K) SF*P allow % Pass 1 Fail No. Type Element (K) Capacity --- L1 1 10-9-89 I Pole TP4.5x4.5x0.5 1 I -1.67 1 445.32 1 44.0 Pass L2 89-69 Pole TP8x8x1 2 -5.21 872.83 42.0 Pass L3 69-18 Pole TP37.14x30x0.2188 3 -12.36 1546.26 24.8 Pass L4 18-0 Pole TP39.22x36.0375x0.25 4 -16.69 1899.43 29.1 Pass Summary Pole(L1) 44.0 Pass Rating= 44.0 Pass Table 6-Tower Component Stresses vs. Capacity-LC7 Notes Component Elevation (ft) %Capacity Pass/Fail 1 Flange Bolts I 89 23.0 Pass 1 Flange Bolts 69 40.4 Pass 1 Anchor Rods 44.8 Pass 1 Base Plate 52.7 Pass 1 Base Foundation (Structure) 0 15.1 Pass 1 Base Foundation (Soil Interaction) 11.7 Pass Structure Rating (max from all components)= 52.7% Notes: 1) See additional documentation in"Appendix C—Additional Calculations"for calculations supporting the%capacity consumed. 4.1) Recommendations The tower and its foundation have sufficient capacity to carry the proposed load configuration. In order for the results of this analysis to be considered valid,the loading modification, as follows, must be completed. Loading Changes: a) Removal of the abandoned antennas, feed lines and mounts at the 74 ft level No structural modifications are required at this time provided that the above-listed changes are completed. tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CC/BU No 857111 Project Number 1971184, Order 548683,Revision 4 Page 6 APPENDIX A TNXTOWER OUTPUT tnxTower Report-version 8.1.1.0 MATERIAL STRENGTH GRADE Fy Fu GRADE 11 Fy Fu �. A513-D.O.M:7 75 ksi 100 ksi A572-65 65 ksi 80 ksi 109'0 it 11 A519 HFS 1142 ksi 1160 ksi TOWER DESIGN NOTES 1. Tower is located in Suffolk County,New York. 2. Tower designed for Exposure C to the TIA-222-H Standard. 3. Tower designed for a 128 mph basic wind in accordance with the TIA-222-H Standard. 0 0 4. Tower is also designed for a 50 mph basic wind with 1.00 in ice.Ice is considered to increase R c; in thickness with height. a a 5. Deflections are based upon a 60 mph wind. 6. Tower Risk Category II. 7. Topographic Category 1 with Crest Height of 0.00 ft 8. TOWER RATING:44% O 89.0 it d ci N Q i I 69.0 ft LL O) Q O N < < ALL REACTIONS ARE FACTORED a AXIAL 23 K SHEAR MOMENT 18'0 ft 3 KL 159 kip-ft TORQUE 0 kip-ft 50 mph WIND-1.0000 in ICE p N N AXIAL o O ° 17K SHEAMOMENT 8 K�� 462 kip-ft 0.0 ft ; TORQUE 0 kip-ft REACTIONS-128 mph WIND N_ — O a� _ 'p fn Z F t Crown Castle Job: BU#857111 CROWN 2000 Corporate Drive Project: CASTLE Canonsburg PA 15317 Client:Crown Castle Drawn 8/ 7/21 itch App'd: The Pathway to Possible Phone:(724)416-2000 code: TIA-222-H Dale:08/17/21 scale: NTS FAX: Tai'caworkArea\857111\WO1971184-sAlaromslNo.I=-1 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683, Revision 4 Page 7 Tower Input Data The tower is a monopole. This tower is designed using the TIA-222-H standard. The following design criteria apply: • Tower is located in Suffolk County, New York. • Tower base elevation above sea level: 36.00 ft. • Basic wind speed of 128 mph. • Risk Category II. • Exposure Category C. • Simplified Topographic Factor Procedure for wind speed-up calculations is used. • Topographic Category: 1. • Crest Height: 0.00 ft. • Nominal ice thickness of 1.0000 in. • Ice thickness is considered to increase with height. • Ice density of 56 pcf. • A wind speed of 50 mph is used in combination with ice. • Temperature drop of 50 °F. • Deflections calculated using a wind speed of 60 mph. • A non-linear(P-delta)analysis was used. • Pressures are calculated at each section. • Stress ratio used in pole design is 1.05. • Tower analysis based on target reliabilities in accordance with Annex S. • Load Modification Factors used: Kes(Fw)= 0.95, Kes(ti) =0.85. • Maximum demand-capacity ratio is: 1. • Local bending stresses due to climbing loads,feed line supports, and appurtenance mounts are not considered. Options Consider Moments-Legs Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules Consider Moments-Horizontals Assume Legs Pinned Calculate Redundant Bracing Forces Consider Moments-Diagonals 4 Assume Rigid Index Plate Ignore Redundant Members in FEA Use Moment Magnification 4 Use Clear Spans For Wind Area SR Leg Bolts Resist Compression Use Code Stress Ratios Use Clear Spans For KL/r All Leg Panels Have Same Allowable 1 Use Code Safety Factors-Guys Retension Guys To Initial Tension Offset Girt At Foundation Escalate Ice / Bypass Mast Stability Checks 4 Consider Feed Line Torque Always Use Max Kz Use Azimuth Dish Coefficients Include Angle Block Shear Check Use Special Wind Profile Project Wind Area of Appurt. Use TIA-222-H Bracing Resist. Exemption Include Bolts In Member Capacity Autocalc Torque Arm Areas Use TIA-222-H Tension Splice Exemption Leg Bolts Are At Top Of Section Add IBC.6D+W Combination Poles Secondary Horizontal Braces Leg l Sort Capacity Reports By Component Include Shear-Torsion Interaction Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Always Use Sub-Critical Flow SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Use Top Mounted Sockets SR Members Are Concentric Ignore KUry For 60 Deg.Angle Legs Pole Without Linear Attachments Pole With Shroud Or No Appurtenances Outside and Inside Corner Radii Are Known Tapered Pole Section Geometry tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683, Revision 4 Page 8 Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius It It ft Sides in in in in L1 109.00-89.00 20.00 0.00 Round 4.5000 4.5000 0.5000 A513-D.O.M.- 75 513-D.O.M:75 (75 ksi) L2 89.00-69.00 20.00 0.00 Round 8.0000 8.0000 1.0000 A519 HFS (42 ksi) L3 69.00-18.00 51.00 4.75 18 30.0000 37.1400 0.2188 0.8750 A572-65 (65 ksi) L4 18.00-0.00 22.75 18 36.0375 39.2200 0.2500 1.0000 A572-65 (65 ksi) Tapered Pole Properties Section Tip Dia. Area I r C I/C J lt/Q w w/t in int in' in in in3 in4 int in L1 4.5000 6.2832 12.7627 1.4252 2.2500 5.6723 25.5254 3.1397 0.0000 0 4.5000 6.2832 12.7627 1.4252 2.2500 5.6723 25.5254 3.1397 0.0000 0 L2 8.0000 21.9911 137.4447 2.5000 4.0000 34.3612 274.8894 10.9890 0.0000 0 8.0000 21.9911 137.4447 2.5000 4.0000 34.3612 274.8894 10.9890 0.0000 0 L3 30.4291 20.6775 2316.9742 10.5723 15.2400 152.0324 4636.9972 10.3407 4.8950 22.377 37.6792 25.6349 4414.9076 13.1070 18.8671 234.0001 8835.6245 12.8199 6.1516 28.122 L4 37.2296 28.3974 4594.9254 12.7046 18.3071 250.9921 9195.8969 14.2014 5.9026 23.61 39.7865 30.9227 5933.0171 13.8343 19.9238 297.7860 11873.841 15.4643 6.4627 25.851 0 Tower Gusset Gusset Gusset GradeAdjust.Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing Spacing Diagonals Horizontals Redundants ft ft2 in in in in L1 109.00- 1 0 1 89.00 L2 89.00- 1 0 1 69.00 L3 69.00- 1 1 1 18.00 L4 18.00-0.00 1 1 1 Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Face Allow Exclude Componen Placement Total Number Clear Width or Perimete Weight or Shield From t Number Per Row Spacing Diamete r Leg Torque Type ft in r plf Calculation in in Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Exclude Componen Placement Total CAAA Weight or Shield From t Number Leg Torque Type ft ft/ft plf Calculation AVA7-50(1-5/8) C No No Inside Pole 109.00-0.00 1 No Ice 0.00 0.70 1/2"Ice 0.00 0.70 1"Ice 0.00 0.70 LDF6-50A(1-1/4) C No No Inside Pole 104.00-0.00 12 No Ice 0.00 0.60 1/2"Ice 0.00 0.60 tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683, Revision 4 Page 9 Description Face Allow Exclude Componen Placement Total CAAA Weight or Shield From t Number Leg Torque Type ft ft2/ft plf Calculation 1"Ice 0.00 0.60 AVA5-50(7/8) C No No Inside Pole 94.00-0.00 12 No Ice 0.00 0.30 1/2"Ice 0.00 0.30 1"Ice 0.00 0.30 LDF5-50A(7/8) C No No Inside Pole 84.00-0.00 18 No Ice 0.00 0.33 1/2"Ice 0.00 0.33 1"Ice 0.00 0.33 CU12PSM9P8XXX C No No Inside Pole 74.00-0.00 12 No Ice 0.00 1.66 (1-3/8) 1/2"Ice 0.00 1.66 1"Ice 0.00 1.66 LDF4-50A(1/2) C No No Inside Pole 30.00-0.00 2 No Ice 0.00 0.15 1/2"Ice 0.00 0.15 1"Ice 0.00 0.15 Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR AF CAAA CAAA Weight Sectio Elevation In Face Out Face n ft ft2 ft2 ft2 ft2 K L1 109.00-89.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.14 L2 89.00-69.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.42 L3 69.00-18.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 1.91 L4 18.00-0.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.68 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice AR AF CAAA CAAA Weight Sectio Elevation or Thickness In Face Out Face n ft Leg in ft2 ft2 ft2 ft2 K L1 109.00-89.00 A 0.949 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.14 L2 89.00-69.00 A 0.928 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.42 L3 69.00-18.00 A 0.874 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 1.91 L4 18.00-0.00 A 0.746 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.68 Feed Line Center of Pressure tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683,Revision 4 Page 10 Section Elevation CPx CPz CPx CPz Ice Ice ft in in in in L1 109.00-89.00 0.0000 0.0000 0.0000 0.0000 L2 89.00-69.00 0.0000 0.0000 0.0000 0.0000 L3 69.00-18.00 0.0000 0.0000 0.0000 0.0000 L4 18.00-0.00 0.0000 0.0000 0.0000 0.0000 Note:For pole sections,center of pressure calculations do not consider feed line shielding. Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement or Type Horz Adjustment Leg Lateral Vert It ft It ft Canister Loadl C None 0.000 109.00 Canister Load2 C None 0.000 99.00 Canister Load3 C None 0.000 89.00 Canister Load4 C None 0.000 79.00 Canister Loads C None 0.000 69.00 10'x 36"OD Concealment Canister C None 0.000 104.00 10'x 34"OD Concealment Canister C None 0.000 94.00 10'x 34"OD Concealment Canister C None 0.000 84.00 10'x 34"OD Concealment Canister C None 0.000 75.00 Side Lighting A None 0.000 110.00 **109** DS4C06F36U6D A From Leg 0.50 0.000 109.00 0.00 7.00 **104** QS6658-3E A From Leg 0.50 0.000 104.00 0.00 0.00 QS6658-3E B From Leg 0.50 0.000 104.00 0.00 0.00 QS6658-3E C From Leg 0.50 0.000 104.00 0.00 0.00 CBC426T-DS-43 A From Leg 0.50 0.000 104.00 0.00 -2.00 CBC426T-DS-43 B From Leg 0.50 0.000 104.00 0.00 -2.00 CBC426T-DS-43 C From Leg 0.50 0.000 104.00 0.00 -2.00 CBC426T-DS-43 A From Leg 0.50 0.000 104.00 0.00 -3.00 CBC426T-DS-43 B From Leg 0.50 0.000 104.00 0.00 -3.00 CBC426T-DS-43 C From Leg 0.50 0.000 104.00 0.00 -3.00 .*94.* CWWX063X25G00 A From Leg 0.50 0.000 94.00 tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683,Revision 4 Page 11 Description Face Offset Offsets: Azimuth Placement or Type Horz Adjustment Leg Lateral Vert ft ft ft ft 0.00 0.00 CWWX063X25G00 B From Leg 0.50 0.000 94.00 0.00 0.00 CWWX063X25G00 C From Leg 0.50 0.000 94.00 0.00 0.00 FDA3P5002-1C A From Leg 0.50 0.000 94.00 0.00 -2.00 FDAV5002-1 C B From Leg 0.50 0.000 94.00 0.00 -2.00 FDA3P5002-1C C From Leg 0.50 0.000 94.00 0.00 -2.00 FDAV5002-1C A From Leg 0.50 0.000 94.00 0.00 -4.00 FDA3P5002-1C B From Leg 0.50 0.000 94.00 0.00 -4.00 FDA3P5002-1C C From Leg 0.50 0.000 94.00 0.00 -4.00 .<84,. (2)SBNHH-1 D65B A From Leg 0.50 0.000 84.00 0.00 1.00 SBNHH-1D65B B From Leg 0.50 0.000 84.00 0.00 1.00 (2)KRY 112 144/1 A From Leg 0.50 0.000 84.00 0.00 -4.00 KRY 112 144/1 B From Leg 0.50 0.000 84.00 0.00 -4.00 (2)782 11066 A From Leg 0.50 0.000 84.00 0.00 -2.00 782 11066 B From Leg 0.50 0.000 84.00 0.00 -2.00 .<74 . FW-65B-R3 A From Leg 0.50 0.000 74.00 0.00 0.00 FW-65B-R3 B From Leg 0.50 0.000 74.00 0.00 0.00 FW-65B-R3 C From Leg 0.50 0.000 74.00 0.00 0.00 CDX623T-DS A From Leg 0.50 0.000 74.00 0.00 0.00 CDX623T-DS B From Leg 0.50 0.000 74.00 0.00 0.00 (2)CDX623T-DS C From Leg 0.50 0.000 74.00 0.00 0.00 RDIDC-9181-PF-48 A From Leg 0.50 0.000 74.00 tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683, Revision 4 Page 12 Description Face Offset Offsets: Azimuth Placement or Type Horz Adjustment Leg Lateral Vert ft ft ft ft 0.00 0.00 **30** FRX450 A From Leg 4.00 0.000 30.00 0.00 3.00 FRX450 C From Leg 4.00 0.000 30.00 0.00 3.00 Side Arm Mount[SO 701-1] A From Leg 2.00 0.000 30.00 0.00 0.00 Side Arm Mount[SO 701-1] C From Face 2.00 0.000 30.00 0.00 0.00 4'x 2"Mount Pipe A From Leg 4.00 0.000 30.00 0.00 0.00 4'x 2"Mount Pipe C From Leg 4.00 0.000 30.00 0.00 0.00 Load Combinations Comb. Description No. 1 Dead Only 2 1.2 Dead+1.0 Wind 0 deg-No Ice - 3 0.9 Dead+1:0 Wind 0 deg-No Ice 4 1.2 Dead+1.0 Wind 30 deg-No Ice 5 0.9 Dead+1.0 Wind 30 deg-No Ice 6 1.2 Dead+1.0 Wind 60 deg-No Ice 7 0.9 Dead+1.0 Wind 60 deg-No Ice 8 1.2 Dead+1.0 Wind 90 deg-No Ice 9 0.9 Dead+1.0 Wind 90 deg-No Ice 10 1.2 Dead+1.0 Wind 120 deg-No Ice 11 0.9 Dead+1.0 Wind 120 deg-No Ice 12 1.2 Dead+1.0 Wind 150 deg-No Ice 13 0.9 Dead+1.0 Wind 150 deg-No Ice 14 1.2 Dead+1.0 Wind 180 deg-No Ice 15 0.9 Dead+1.0 Wind 180 deg-No Ice 16 1.2 Dead+1.0 Wind 210 deg-No Ice 17 0.9 Dead+1.0 Wind 210 deg-No Ice 18 1.2 Dead+1.0 Wind 240 deg-No Ice 19 0.9 Dead+1.0 Wind 240 deg-No Ice 20 1.2 Dead+1.0 Wind 270 deg-No Ice 21 0.9 Dead+1.0 Wind 270 deg-No Ice 22 1.2 Dead+1.0 Wind 300 deg-No Ice 23 0.9 Dead+1.0 Wind 300 deg-No Ice 24 1.2 Dead+1.0 Wind 330 deg-No Ice 25 0.9 Dead+1.0 Wind 330 deg-No Ice 26 1.2 Dead+1.0 Ice+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683, Revision 4 Page 13 Comb. Description No. 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 39 Dead+Wind 0 deg-Service 40 Dead+Wind 30 deg-Service 41 Dead+Wind 60 deg-Service 42 Dead+Wind 90 deg-Service 43 Dead+Wind 120 deg-Service 44 Dead+Wind 150 deg-Service 45 Dead+Wind 180 deg-Service 46 Dead+Wind 210 deg-Service 47 Dead+Wind 240 deg-Service 48 Dead+Wind 270 deg-Service 49 Dead+Wind 300 deg-Service 50 Dead+Wind 330 deg-Service Maximum Member Forces Sectio Elevation Component Condition Gov. Axial Major Axis Minor Axis n ft Type Load Moment Moment No. Comb. K, kip-ft kip-ft L1 109-89 Pole Max Tension 2 0.00 -0.00 -0.00 Max.Compression 26 -3.39 -0.00 0.08 Max.Mx 8 -1.67 20.68 0.02 Max.My 2 -1.67 -0.00 20.71 Max.Vy 8 1.36 -15.32 0.02 Max.Vx 2 -1.36 -0.00 15.35 Max.Torque 8 0.12 L2 89-69 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -8.61 -0.12 0.35 Max.Mx 8 -5.21 -67.45 0.12 Max.My 2 -5.21 -0.04 67.54 Max.Vy 8 2.68 -43.55 0.11 Max.Vx 2 -2.68 -0.05 43.61 Max.Torque 20 -0.13 L3 69-18 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -17.77 0.17 0.52 Max.Mx 20 -12.36 289.37 0.23 Max.My 2 -12.36 0.14 288.96 Max.Vy 20 -6.80 289.37 0.23 Max.Vx 2 -6.73 0.14 288.96 Max.Torque 6 0.39 L4 18-0 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -23.03 0.17 0.52 Max.Mx 20 -16.69 462.18 0.23 Max.My 2 -16.69 0.14 460.24 Max.Vy 20 -8.36 462.18 0.23 Max.Vx 2 -8.30 0.14 460.24 Max.Torque 6 0.39 Maximum Reactions Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load K K K Comb. Pole Max.Vert 26 23.03 -0.00 0.00 Max.HX 20 16.69 8.36 0.00 Max.HZ 2 16.69 0.00 8.29 Max.MX 2 460.24 0.00 8.29 Max.MZ 8 461.89 -8.36 0.00 tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683, Revision 4 Page 14 Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load K K K Comb. Max.Torsion 6 0.39 -7.24 4.15 Min.Vert 17 12.52 4.18 -7.18 Min.H. 8 16.69 -8.36 0.00 Min.HZ 14 16.69 0.00 -8.29 . Min.Mx 14 -459.78 0.00 -8.29 Min.M. 20 -462.18 8.36 0.00 Min.Torsion 18 -0.39 7.24 -4.15 Tower Mast Reaction Summary Load Vertical Shearx Shear: Overturning Overturning Torque Combination Moment,MX Moment,Mz K K K kip-ft kip-ft kip-ft Dead Only 13.91 0.00 0.00 -0.19 0.12 0.00 1.2 Dead+1.0 Wind 0 deg- 16.69 -0.00 -8.29 -460.24 0.14 -0.28 No Ice 0.9 Dead+1.0 Wind 0 deg- 12.52 0.00 -8.29 -457.37 0.11 -0.28 No Ice 1.2 Dead+1.0 Wind 30 deg- 16.69 4.18 -7.18 -398.61 -230.88 -0.39 No Ice 0.9 Dead+1.0 Wind 30 deg- 12.52 4.18 -7.18 -396.12 -229.51 -0.39 No Ice 1.2 Dead+1.0 Wind 60 deg- 16.69 7.24 -4.15 -230.23 -399.99 -0.39 No Ice 0.9 Dead+1.0 Wind 60 deg- 12.52 7.24 -4.15 -228.77 -397.59 -0.39 No Ice 1.2 Dead+1.0 Wind 90 deg- 16.69 8.36 0.00 -0.23 -461.89 -0.29 No Ice 0.9 Dead+1.0 Wind 90 deg- 12.52 8.36 0.00 -0.17 -459.12 -0.29 No Ice 1.2 Dead+1.0 Wind 120 deg 16.69 7.24 4.15 229.77 -399.99 -0.11 -No Ice 0.9 Dead+1.0 Wind 120 deg 12.52 7.24 4.15 228.43 -397.59 -0.11 -No Ice 1.2 Dead+1.0 Wind 150 deg 16.69 4.18 7.18 398.15 -230.88 0.10 -No Ice 0.9 Dead+1.0 Wind 150 deg 12.52 4.18 7.18 395.78 -229.51 0.10 -No Ice 1.2 Dead+1.0 Wind 180 deg 16.69 -0.00 8.29 459.78 0.14 0.28 -No Ice 0.9 Dead+1.0 Wind 180 deg 12.52 0.00 8.29 457.03 0.11 0.28 -No Ice 1.2 Dead+1.0 Wind 210 deg 16.69 -4.18 7.18 398.15 231.16 0.39 -No Ice 0.9 Dead+1.0 Wind 210 deg 12.52 -4.18 7.18 395.78 229.72 0.39 -No Ice 1.2 Dead+1.0 Wind 240 deg 16.69 -7.24 4.15 229.77 400.28 0.39 -No Ice 0.9 Dead+1.0 Wind 240 deg 12.52 -7.24 4.15 228.43 397.80 0.39 -No Ice 1.2 Dead+1.0 Wind 270 deg 16.69 -8.36 0.00 -0.23 462.18 0.29 -No Ice 0.9 Dead+1.0 Wind 270 deg 12.52 -8.36 0.00 -0.17 459.33 0.29 -No Ice 1.2 Dead+1.0 Wind 300 deg 16.69 -7.24 -4.15 -230.23 400.28 0.11 -No Ice 0.9 Dead+1.0 Wind 300 deg 12.52 -7.24 -4.15 -228.77 397.81 0.11 -No Ice 1.2 Dead+1.0 Wind 330 deg 16.69 -4.18 -7.18 -398.61 231.16 -0.10 -No Ice 0.9 Dead+1.0 Wind 330 deg 12.52 -4.18 -7.18 -396.12 229.72 -0.10 -No Ice 1.2 Dead+1.0 Ice+1.0 Temp 23.03 0.00 -0.00 -0.52 0.17 0.00 1.2 Dead+1.0 Wind 0 23.03 0.00 -2.60 -158.74 0.17 -0.07 deg+1.0 Ice+1.0 Temp tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683, Revision 4 Page 15 Load Vertical Shear. Shear Overturning Overturning Torque Combination Moment,MX Moment,MZ K K K kip-ft kip-ft kip-ft 1.2 Dead+1.0 Wind 30 23.03 1.31 -2.26 -137.54 -79.21 -0.09 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 60 23.03 2.27 -1.30 -79.64 -137.31 -0.10 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 90 23.03 2.62 -0.00 -0.54 -158.58 -0.08 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 120 23.03 2.27 1.30 78.56 -137.31 -0.03 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 150 23.03 1.31 2.26 136.47 -79.21 0.02 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 23.03 0.00 2.60 157.66 0.17 0.07 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 210 23.03 -1.31 2.26 136.47 79.54 0.09 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 240 23.03 -2.27 1.30 78.56 137.65 0.10 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 270 23.03 -2.62 -0.00 -0.54 158.92 0.08 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 300 23.03 -2.27 -1.30 -79.64 137.65 0.03 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 330 23.03 -1.31 -2.26 -137.54 79.55 -0.02 deg+1.0 Ice+1.0 Temp Dead+Wind 0 deg-Service 13.91 0.00 -1.72 -95.03 0.12 -0.06 Dead+Wind 30 deg-Service 13.91 0.87 -1.49 -82.32 -47.51 -0.08 Dead+Wind 60 deg-Service 13.91 1.50 -0.86 -47.61 -82.37 -0.08 Dead+Wind 90 deg-Service 13.91 1.73 0.00 -0.19 -95.14 -0.06 Dead+Wind 120 deg- 13.91 1.50 0.86 47.23 -82.37 -0.02 Service Dead+Wind 150 deg- 13.91 0.87 1.49 81.94 -47.51 0.02 Service Dead+Wind 180 deg- 13.91 0.00 1.72 94.64 0.12 0.06 Service Dead+Wind 210 deg- 13.91 -0.87 1.49 81.94 47.74 0.08 Service Dead+Wind 240 deg- 13.91 -1.50 0.86 47.23 82.61 0.08 Service Dead+Wind 270 deg- 13.91 -1.73 0.00 -0.19 95.37 0.06 Service Dead+Wind 300 deg- 13.91 -1.50 -0.86 -47.61 82.61 0.02 Service Dead+Wind 330 deg- 13.91 -0.87 -1.49 -82.32 47.74 -0.02 Service Solution Summary Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K K K K K 1 0.00 -13.91 0.00 0.00 13.91 0.00 0.000% 2 0.00 -16.69 -8.29 0.00 16.69 8.29 0.000% 3 0.00 -12.52 -8.29 0.00 12.52 8.29 0.000% 4 4.18 -16.69 -7.18 -4.18 16.69 7.18 0.000% 5 4.18 -12.52 -7.18 -4.18 12.52 7.18 0.000% 6 7.24 -16.69 -4.15 -7.24 16.69 4.15 0.000% 7 7.24 -12.52 -4.15 -7.24 12.52 4.15 0.000% 8 8.36 -16.69 0.00 -8.36 16.69 0.00 0.000% 9 8.36 -12.52 0.00 -8.36 12.52 0.00 0.000% 10 7.24 -16.69 4.15 -7.24 16.69 -4.15 0.000% 11 7.24 -12.52 4.15 -7.24 12.52 -4.15 0.000% 12 4.18 -16.69 7.18 -4.18 16.69 -7.18 0.000% 13 4.18 -12.52 7.18 -4.18 12.52 -7.18 0.000% 14 0.00 -16.69 8.29 0.00 16.69 -8.29 0.000% 15 0.00 -12.52 8.29 0.00 12.52 -8.29 0.000% 16 -4.18 -16.69 7.18 4.18 16.69 -7.18 0.000% 17 -4.18 -12.52 7.18 4.18 12.52 -7.18 0.000% 18 -7.24 -16.69 4.15 7.24 16.69 -4.15 0.000% tnxTower Report-version 8.1.1.0 0•G L-g uoisaan-I�odaj jannolxul qjnsa�j 03ua .aanuoO aeaul-f-uON %000'0 67'6 661£6 L8'O 64'6- 66'£6- L8'O- 09 %0000 98'0 661£6 09'6 98'0- 66'£6- 09'6- 617 %0000 000 661£6 EL'6 00'0 661£6- EEL- 84 %000'0 98'0- 66'£6 09'6 98'0 66'£6- 09'6- Lb %000'0 617'6- 661£6 L8'0 617'6 66'£6- L8'0- 917 %000'0 ZL'6- 66'£6 00'0 ZL'6 661£6- 00'0 917 %000'0 67'6- 661£6 L8'0- 617'6 661£6- L8'0 1717 %000'0 98'0- 66'£6 09'6- 98'0 661£6- 09'6 £17 %000'0 00'0 66'£6 £L'6- 00'0 661£6- EL'6 Z17 %000'0 98'0 661E 6 09'6- 98'0- 661E 6- 09'6 617 %000'0 617'6 661£6 L8'O- 617'6- 66'£6- L8'0 Ob %000'0 ZL'6 66'£6 000 ZL'6- 661£6- 00'0 6£ %000'0 9Z'Z £0EZ 6£1 9Z'Z- £0'£Z- 6E'6- 8£ %000'0 0£'6 EO'£Z LZ'Z OE'6- EOEZ- LZ'Z- L£ %000'0 000 EOEZ Z9'Z 00'0 EO'EZ- 397- 9£ %000'0 OE'6- £0EZ LZ'Z OE'6 Eo'£Z- LZ'Z- 9£ %000'0 9Z'Z- EOEZ LE'6 9Z'Z EOEZ- LE'6- 17£ %000'0 097- Eo'£Z 00'0- 097 Eo'£Z- 00'0 ££ %000'0 9Z'Z- EO'EZ 6E'6- 9Z'Z E0£Z- 6E'6 ZE %000'0 0£'6- EOEZ LZ'Z- OE'6 EOEZ- LZ'Z LE %000'0 00'0 E0£Z Z9'Z- 00'0 E0£Z- Z97 OE %000'0 0£'6 EOEZ LZ'Z- OE'6- EOEZ- LZ'Z 6Z %000'0 9Z'Z £0EZ 6E3- 9Z'Z- SUEZ- 6£'6 8Z %000'0 09'Z EO'£Z 00'0- 09'Z- EOEZ- 00'0 LZ %000'0 00'0 EO'£Z 00'0- 00'0 EOEZ- 00'0 9Z %000'0 86'L ZTU 8617 86'L- Z9'Z6- 86'17- 9Z %000'0 86'L 69'96 86'7 86'L- 69'96- 8617- 17Z %000'0 96'17 Z9'Z6 7Z'L 96'7- Z9'Z6- 7Z'L- £Z %000'0 96'7 69'96 7Z'L 96'17- 69'96- 17Z'L- ZZ %000'0 00'0 Z9'Z6 9£'8 00'0 Z9'Z6- 9E'8- LZ %000'0 00,0 69'96 96'8 00'0 69'96- 9£'8- OZ %000'0 96'17- Z9'Z6 17Z'L 96'17 Z97V 17Z'L- 66 >1 >l >1 >1 >1 >1 -gwoo JOJJ3% Zd Ad Xd Zd Ad Xd peo] suoljoea&jo wnS sooJod paljddy jo wnS 96 abed P uolslne8 `£898179 JePJO `t86 6L66 JagwnN loa(oJd 6 6 6L98 oN(18100 slsAleuy lainlowlS JaMol luawleaou0O 1-4 606 6ZOZ `Lb lsn5ny August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683,Revision 4 Page 17 Load Converged? Number Displacement Force Combination of Cycles Tolerance Tolerance 1 Yes 4 0.00000001 0.00000001 2 Yes 4 0.00000001 0.00068396 3 Yes 4 0.00000001 0.00024652 4 Yes 5 0.00000001 0.00014547 5 Yes 5 0.00000001 0.00006696 6 Yes 5 0.00000001 0.00016976 7 Yes 5 0.00000001 0.00007961 8 Yes 4 0.00000001 0.00086463 9 Yes 4 0.00000001 0.00043567 10 Yes 5 0.00000001 0.00014011 11 Yes 5 0.00000001 0.00006442 12 Yes 5 0.00000001 0.00016093 13 Yes 5 0.00000001 0.00007520 14 Yes 4 0.00000001 0.00067982 15 Yes 4 0.00000001 0.00024544 16 Yes 5 0.00000001 0.00016140 17 Yes 5 0.00000001 0.00007550 18 Yes 5 0.00000001 0.00013975 19 Yes 5 0.00000001 0.00006425 20 Yes 4 0.00000001 0.00086400 21 Yes 4 0.00000001 0.00043548 22 Yes 5 0.00000001 0.00016922 23 Yes 5 0.00000001 0.00007934 24 Yes 5 0.00000001 0.00014578 25 Yes 5 0.00000001 0.00006717 26 Yes 4 0.00000001 0.00000701 27 Yes 5 0.00000001 0.00009051 28 Yes 5 0.00000001 0.00011924 29 Yes 5 0.00000001 0.00012517 30 Yes 5 0.00000001 0.00009166 31 Yes 5 0.00000001 0.00011496 32 Yes 5 0.00000001 0.00011957 33 Yes 5 0.00000001 0.00008840 34 Yes 5 0.00000001 0.00011893 35 Yes 5 0.00000001 0.00011437 36 Yes 5 0.00000001 0.00009123 37 Yes 5 0.00000001 0.00012443 38 Yes 5 0.00000001 0.00011855 39 Yes 4 0.00000001 0.00002392 40 Yes 4 0.00000001 0.00003150 41 Yes 4 0.00000001 0.00004633 42 Yes 4 0.00000001 0.00003354 43 Yes 4 0.00000001 0.00003137 44 Yes 4 0.00000001 0.00003914 45 Yes 4 0.00000001 0.00002331 46 Yes 4 0.00000001 0.00003950 47 Yes 4 0.00000001 0.00003134 48 Yes 4 0.00000001 0.00003344 49 Yes 4 0.00000001 0.00004586 50 Yes 4 0.00000001 0.00003146 Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° L1 109-89 8.44 39 1.422 0.016 L2 89-69 3.62 39 0.583 0.002 L3 69-18 1.80 49 0.220 0.000 L4 22.75-0 0.23 49 0.086 0.000 Critical Deflections and Radius of Curvature - Service Wind tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683, Revision 4 Page 18 Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft 110.00 Side Lighting 39 8.44 1.422 0.016 4328 109.00 Canister Loadl 39 8.44 1.422 0.016 4328 104.00 10'x 36"OD Concealment 39 7.06 1.186 0.012 4328 Canister 99.00 Canister Load2 39 5.75 0.961 0.007 2164 94.00 10'x 34"OD Concealment 39 4.58 0.756 0.004 1442 Canister 89.00 Canister Load3 39 3.62 0.583 0.002 1177 84.00 10'x 34"OD Concealment 39 2.91 0.448 0.000 1415 Canister 79.00 Canister Load4 50 2.41 0.347 0.000 2048 75.00 10'x 34"OD Concealment 49 2.13 0.286 0.000 3186 Canister 74.00 FW-65B-R3 49 2.06 0.273 0.000 3701 69.00 Canister Load5 49 1.80 0.220 0.000 11251 30.00 FRX450 48 0.37 0.097 0.000 15053 Maximum Tower Deflections - Design Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load It in Comb. ° L1 109-89 40.86 2 6.882 0.076 L2 89-69 17.54 6 2.827 0.008 L3 69-18 8.72 20 1.066 0.001 L4 22.75-0 1.11 20 0.416 0.001 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft 110.00 Side Lighting 2 40.86 6.882 0.076 911 109.00 Canister Loadl 2 40.86 6.882 0.076 911 104.00 10'x 36"OD Concealment 2 34.19 5.743 0.055 911 Canister 99.00 Canister Load2 2 27.85 4.654 0.036 454 94.00 10'x 34"OD Concealment 8 22.19 3.666 0.020 302 Canister 89.00 Canister Load3 6 17.54 2.827 0.008 245 84.00 10'x 34"OD Concealment 6 14.11 2.173 0.001 294 Canister 79.00 Canister Load4 22 11.71 1.684 0.001 424 75.00 10'x 34"OD Concealment 20 10.32 1.390 0.001 659 Canister 74.00 FW-65B-R3 20 10.02 1.327 0.001 765 69.00 Canister Load5 20 8.72 1.066 0.001 2315 30.00 FRX450 20 1.79 0.471 0.001 3107 Compression Checks Pole Design Data tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683, Revision 4 Page 19 Section Elevation Size L L, KI/r A P„ +Pn Ratio No. P„ ft ft ft int K K +Pn L1 109-89(l) TP4.5x4.5x0.5 20.00 0.00 0.0 6.2832 -1.67 424.12 0.004 L2 89-69(2) TP8x8x1 20.00 0.00 0.0 21.991 -5.21 831.26 0.006 1 L3 69-18(3) TP37.14x300.2188 51.00 0.00 0.0 25.173 -12.36 1472.63 0.008 2 L4 18-0(4) TP39.22x36.0375x0.25 22.75 0.00 0.0 30.922 -16.69 1808.98 0.009 7 Pole Bending Design Data Section Elevation Size Mnx Wm Ratio M„y WM y Ratio No. Mux Muy It kip-ft kip-ft �Mnx kip-ft kip-ft �Mny L1 109-89(l) TP4.5x4.5x0.5 20.71 45.23 0.458 0.00 45.23 0.000 L2 89-69(2) TP8x8xl 67.54 155.40 0.435 0.00 155.40 0.000 L3 69-18(3) TP37.14x300.2188 289.37 1149.30 0.252 0.00 1149.30 0.000 L4 18-0(4) TP39.22x36.0375x0.25 462.18 1562.49 0.296 0.00 1562.49 0.000 Pole Shear Design Data Section Elevation Size Actual +Vn Ratio Actual �Tn Ratio No. V„ Vn Tu To ft K K �Vn kip-ft kip-ft �Tn L1 109-89(l) TP4.5x4.5x0.5 1.33 127.24 0.010 0.00 44.74 0.000 L2 89-69(2) TP8x8xl 2.63 249.38 0.011 0.06 153.47 0.000 L3 69-18(3) TP37.14x300.2188 6.80 441.79 0.015 0.29 1402.74 0.000 L4 18-0(4) TP39.22x36.0375x0.25 8.36 542.69 0.015 0.29 1852.10 0.000 Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P. Mnx M„y V„ T„ Stress Stress ft �Pn +Mnx +Mny �Vn �Tn Ratio Ratio L1 109-89(l) 0.004 0.458 0.000 0.010 0.000 0.462 1.050 4.8.2 L2 89-69(2) 0.006 0.435 0.000 0.011 0.000 0.441 1.050 4.8.2 L3 69-18(3) 0.008 0.252 0.000 0.015 0.000 0.260 1.050 4.8.2 L4 18-0(4) 0.009 0.296 0.000 0.015 0.000 0.305 1.050 4.8.2 Section Capacity Table Section Elevation Component Size Critical P oPai/nw % Pass No. ft Type Element K K Capacity Fail L1 109-89 Pole TP4.5x4.5x0.5 1 -1.67 445.32 44.0 Pass L2 89-69 Pole TP8x8x1 2 -5.21 872.83 42.0 Pass L3 69-18 Pole TP37.14x304.2188 3 -12.36 1546.26 24.8 Pass L4 18-0 Pole TP39.22x36.0375x0.25 4 -16.69 1899.43 29.1 Pass Summary Pole(L1) 44.0 Pass tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683, Revision 4 Page 20 Section Elevation Component Size Critical P OParow % Pass No. ft Type Element K K Capacity Fail RATING= 44.0 Pass tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683,Revision 4 Page 21 APPENDIX B BASE LEVEL DRAWING tnxTower Report-version 8.1.1.0 �e �R (OTHER CONSIDERED EQUIPMENT) i (12) 1-1/4'TO 104 FT LEVEL / II II (OTHER CONSIDERED EOUIPMOM (18) 7/8'TO 64 FT LEVEL ` ` ((PROPOSED EQUIPMENT CONFIGURATION) (1) 1-3/8'TO a Fr LEVEL Sb (OTHER CONSIDERED EQUIPMUM — �2) 1/2'TO 30 FF LEVEL (OTHER CONSIDERED EQUIPMENT) 1) 1-8/8'TO 108 FT LEVEL 12) 7/8'TO 94 FT LEVEL August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683, Revision 4 Page 22 APPENDIX C ADDITIONAL CALCULATIONS tnxTower Report-version 8.1.1.0 CCI Flagpole Tool CROWN Site Data GCCASTLE BU#: 857111 Site Name:I EAST MARION Order#:1548683-Rev.4 Code Code: TIA-222-H Ice Thickness:, 1!in Windspeed(V):' 128'mph Ice Wind Speed(V):+ 50�mph Exposure Category:; Co F1/11VGE BOLT FIOLBS Qpy� Topographic Feature:; N/A; — + Risk Category:; II 9 8 Tower Information �� 9 FLA7E Total Tower Height:! 10ft Base Tower Height:i _ 691 ft FLMIGE KATE Total Canister Length: 40 ft (TYM=-s•SOI.MITMRATOOM Number of Canister Assembly; t Sections:; 4; Mating Mating Canister Canister Flange Flange Plate Canister Canister Section Number of Sides Pete Solidity Vent Assembly Assembly Plate Plate Weight Weight Number*: Canister Section Tom; Ratio Length(ft): Length(ft): Diameter(in): Thickness Diameter (Kip): (Kip) (in)**: (in): 1 10 36 Round 6 0.25 35.5 0.65 0.091 0.188 0-0 2 10 34 Round 3 1.38 25.375 0.5 0.197 0.178 0-0 3 10 34 Round 6 0.25 33.5 0.65 0.081 0.178 0-0 4 10 34 Round 4 2.00 26.25 0.55 0.338 0.178 0-0 *Sections are numbered from the top of the tower down **Mating Flange Plate Thickness at the bottom of canister section Flag on Tower No Truck Ball on Tower: No Geometry:Base Tower +Spine 857111_old.eri (last saved 04/1410:00 am) Top Bottom Wall Pole Height Above Section Lap Splice Diameter Diameter Thickness Bend Pole Base(ft) Length(ft) Length(ft) Number of Sides (in) (in) (in) Radius(in) Material Delete A513- 109 20 0 0 4.5 4.5 0.5 n/a D.O.M.-75 [x] 89 20 0 0 8 8 1 n/a A519 HFS [x] 69 51 4.75 18 30 37.14 0.21875 0.875 A572-65 [X] 22.75 22.75 0 18 36.0375 39.22 0.25 1 A572-65 [x] Page 1 of 2 CCIFlagpole Tool(2.2.0) Discrete Loads:CFAF for Canister Assembly Canister Apply CFAF at Canister Assembly Canister Loading Elevation(z) CFAF z CFAF Z CFAF CFAF CFAF z Assembly Weight (ft) No Ice(ft) 1/2"Ice(ft ) 1"Ice(ftZ) 2"Ice(ftZ) 4"Ice(ft ) Weight No 1/2"Ice Ice(Kip) (Kip) Canister Load 1 109 6.750 16.958 17.417 18.333 20.167 0.094 0.206 Canister Load 2 99 13.125 33.000 33.917 35.750 39.417 0.274 0.491 Canister Load 3 89 12.750 32.083 33.000 34.833 38.500 0.375 0.586 Canister Load 4 79 12.750 32.083 33.000 34.833 38.500 0.259 0.470 Canister Load 5 69 6.375 16.042 16.500 17.417 19.250 0.427 0.532 Page 2 of 2 CCIFlagpole Tool(2.2.0) CROW Monopole Flange Plate Connection Elevation=89 ft. CASTL D �CSE BU#j 857111 Applied Loads Site Name I EAST MARION Moment(kip-ft) 20.71 Order# 548683-Rev.4 Axial Force(kips) 1.67 Shear Force(kips) 1.33 TIA-222 Revision H `TIA-222-H Section 15.5 Applied Top Plate-External Bottom Plate-External i i I _.—--- - -, __ -------- . Connection Properties i i Bolt Data (6)3/4"p bolts(A325 N;Fy=92 ksi,Fu=120 ksi)on 22"BC Top Plate Data Bottom Plate Data 24.5"OD x 1.375"Plate(A572-50;Fy=50 ksi,Fu=65 ksi) 25.375"OD x 1.375"Plate(A572-50;Fy=50 ksi,Fu=65 ksi) Top Stiffener Data Bottom Stiffener Data N/A N/A Top Pole Data Bottom Pole Data 4.5"x 0.5"round pole(A513-D.O.M.-75;Fy=75 ksi,Fu=100 ksi) 8"x 1"round pole(A519 HFS;Fy=42 ksi,Fu=60 ksi) Analysis Results Bolt Capacity Max Load(kips) 7.25 Allowable(kips) 30.06 Stress Rating: 23.0% Pass Top Plate Capacity Bottom Plate Capacity Max Stress(ksi): Max Stress(ksi): Allowable Stress(ksi): Allowable Stress(ksi): Stress Rating: N/A Stress Rating: N/A Tension Side Stress Rating: N/A Tension Side Stress Rating: N/A CClplate-Version 4.1.2 Analysis Date:8/17/2021 ROVM Monopole Flange Plate Connection Elevation=69 ft. C UcAs-rLE BU# 857111 Applied Loads Site Name EAST MARION Moment(kip-ft) 67.54 1_ Order#1 548683-Rev.4 Axial Force(kips) 5.21 Shear Force(kips) 2.63 1 TIA-222 Revision i H *TIA-222-H Section 15.5 Applied Top Plate-External Bottom Plate-Internal ---------------- --------------- 7 cal, Connection Properties Bolt Data (6)1"0 bolts(A325 N;Fy=92 ksi,Fu=120 ksi)on 22.5"BC Top Plate Data Bottom Plate Data 26.25"OD x 2"Plate(AS72-50;Fy=50 ksi,Fu=65 ksi) 8"ID x 2"Plate(A572-50;Fy=50 ksi,Fu=65 ksi) Top Stiffener Data Bottom Stiffener Data N/A N/A Top Pole Data Bottom Pole Data 8"x 1"round pole(A519 HFS;Fy=42 ksi,Fu=60 ksi) 30"x 0.21875"18-sided pole(A572-65;Fy=65 ksi,Fu=80 ksi) Analysis Results Bolt Capacity Max Load(kips) 23.13 Allowable(kips) 54.54 Stress Rating: 40.4% Pass Top Plate Capacity Bottom Plate Capacity Max Stress(ksi): Max Stress(ksi): Allowable Stress(ksi): Allowable Stress(ksi): Stress Rating: N/A Stress Rating: N/A Tension Side Stress Rating: N/A Tension Side Stress Rating: N/A CCIplate-Version 4.1.2 Analysis Date:8/17/2021 Monopole Base Plate ConnectionCROWN v CASTLE BU# 857111 Site Name EAST MARION Order# 548683-Rev.4 (0'r Analysis considerations TIA-222 Revision H Grout Considered: No I.,(in) 3.125 lApplie Loads t Moment(kip-ft) 462.18 Axial Force(kips) 16.69 Shear Force(kips) 8.36 'TIA-222-H Section 15.5 Applied 00 D Connection Properties Anchor Rod Data Anchor Rod Summary (units of kips,kip-in) (4)2-1/4"0 bolts(A615-75 N;Fy=75 ksi,Fu=100 ksi)on 49"BC Pu_c=117.26 4)Pn_c=268.39 Stress Rating Vu=2.09 q)Vn=120.77 44.8% Base Plate Data Mu=4.25 4)Mn=128.14 Pass 44"W x 2"Plate(A572-50;Fy=50 ksi,Fu=65 ksi); Clip:4 in Base Plate Summary Stiffener Data Max Stress(ksi): 24.92 (Flexural) N/A Allowable Stress(ksi): 45 Stress Rating: 52.7% Pass Pole Data 39.22"x 0.25"18-sided pole(A572-65;Fy=65 ksi,Fu=80 ksi) CClplate-Version 4.1.2 Analysis Date:8/17/2021 Drilled Pier Foundation BU#: EAST CASTLE TA 5 Site Name: EAST MARION Order Number: 548683-Rev.3 TIA-222 Revison: H ' Tower Type: Mono ole App y T A-222- Section 5.5: NA 11 Soil Lateral Check Compression Uplift Input Effective Depths(else Actual): Comp. Uplift D;=, (ft from TOC) 6.50 Moment(kip-ft) 462.18 Soil Safety Factor 10.84 Check Shear along Depth of Pier: Axial Force(kips)l 16.69 i Max Moment(kip-ft) 511.21 Utilize Shear-Friction Methodology:[ Shear Force(kips)l Rating* 11.7% Override Critical Depth: Soil Vertical Check Compression Uplift Skin Friction(kips) 177.09 Concrete Strength,fc: 3 ksi End Bearing(kips) 1696.46 Rebar Stren th,F : 60 ksi Weight of Concrete(kips) 97.97 Tie Yield Strength,Fyt: 40 ksi Total Capacity(kips) 1873.55 Axial(kips) 114.66 Mar batieas Rating* 5.8% - Depth I Reinforced Concrete Flexure Compression Uplift Ext.Above Gradel 0.75 1 ftHaddeA9atataaota Critical Depth(ft from TOC) 6.34 Pier Section 1 6e11aA97arinrurs Critical Moment(kip-ft) 511.14 From 0.75'above grade to 18.5'belowgrade Critical Moment Capacity 3322.55 - Pier Diameter 6 ft Rating* 14.7% Rebar Quantity 16 Reinforced Concrete Shear Compression Uplift Rebar Size 11 Critical Depth(ft from TOC) 13.52 Clear Cover to Ties 4 in Critical Shear(kip) 70.63 Tie Size 5 Critical Shear Capacityl 446.71 Tie Spacing 18 in Rating*1 15.1% Structural Foundation Rating*1 15.1% Soil Interaction Rating* 11.7% *Rating per TIA-222-H Section 15.5 Groundwater Depth 34 #of Layers 8 Calculated Calculated Ultimate Skin Ult..Gross Top Thickness Vson Angle of Ultimate Skin Yconcrete Cohesion Ultimate Skin Ultimate Skin Friction Comp, Bearing SPT Blow Layer Bottom(ft) Friction Friction Uplift Soil Type (ft) (ft) (pcf) (pcf) (ksf) Friction Comp Friction Uplift Override Capacity, Count (degrees) (ksf) (ksf) (ksf) Override(ksf) (ksf) 1 0 0.5 0.5 100 150 0 0 0.000 0.000 0.00 0.00 Cohesionless 2 0.5 2 1.5 113 150 0 0 0.000 0.000 0.06 0.00 Cohesionless 31 2 4.1671 2.167 114 1501 0 0 -0.0001 0.000 0.00 0.00 Cohesionless 4 4.167 5 0.833 114 150 0 45 0.0001 0.000 0.26 0.26 Cohesionless 5 5 7 2 117 150 0 45 0.0001 0.000 0.45 0.45 Cohesionless 6 7 10 3 117 150 0 45 0.0001 0.000 0.64 0.64 Cohesionless 7 10 15 5 117 150 0 45 0.001 0.00 0.96 0.96 Cohesionless 8 15 18.5 3.5 115 150 0 45 0.001 0.00 1.34 1.34 80 Cohesionless Version 5.0.3 A ASCE 7 Hazards Report MMOMMSDOMOMMEMMUFS Address: Standard: ASCE/SEI 7-16 Elevation: 36.05 ft(NAVD 88) No Address at This Risk Category: II Latitude: 41.128253 Location Soil Class: D-Default(see Longitude: -72.341308 Section 11.4.3) ONsiqr • • • bran. l���' \\+\• _ �,—`������'.;: - _ 'y� Rry%!.�$Ly - - H'T.1E R'IiI11Q,n2 Wind Results: Wind Speed: 128 Vmph 10-year MRI 76 Vmph 25-year MRI 87 Vmph 50-year MRI 99 Vmph 100-year MRI 105 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-113 and Figs. CC.2-1—CC.2-4, and Section 26.5.2 Date Accessed: Thu Apr 012021 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard.Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability= 0.00143, MRI =700 years). Site is in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Glazed openings need not be protected against wind-borne debris. h1IVs jasc e7hazar+dW.onrme/ Page 1 of 3 Thu Apr 01 2021 AC 9%ft"qPCE, znMMIOSo UMUMEWRE9s Seismic Site Soil Class: D- Default(see Section 11.4.3) Results: SS 0.183 Sol 0.081 S, 0.051 TL 6 Fa 1.6 PGA: 0.1 \ F„ 2.4 PGA m : 0.16 SMS 0.292 FPGA 1.6 SM, : 0.122 le 1 SDs 0.195 C„ : 0.7 Seismic Design Category B MGER Response Spectrum Design Response Spectrum 030 — ---- 020 k'4.QL Q Sa(9)vs T(s) 5 67 9 Sa(9)vs T(s) 4 6 v MCER Vertical Response pe Srctr�m De-sign Vertical Response Spectrarn_... jS ..... _.. ....... ._... _. ��� moi►{...__ . .....-._.._. Qty ~'�-_. ._. lr9.1i� -.._},___- ----- - - __----• - - __ -._..s.. __ __.. . .__.. ----- jro I- -- 's---=- - -- ------ -��� 0-5 Sa(9)vs T(s)1_48 �` zo 0 Sa(9)vs T(s)9.4 _5 2-0 Data Accessed: Thu Apr 01 2021 Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-16 and ASCE/SEI 7-16 Table 1.5-2.Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-16 Ch. 21 are available from USGS. hftps://asce7hazard1cd.orivae/ Page 2 of 3 Thu Apr 01 2021 n , ASSCE MMEM Ice Results: Ice Thickness: 1.00 in. Concurrent Temperature: 15 F Gust Speed: 50 mph Data Source: Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Date Accessed: Thu Apr 01 2021 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. The ASCE 7 Hazard Tool is provided for your convenience,for informational purposes only,and is provided"as is"and without warranties of any kind.The location data included herein has been obtained from information developed,produced,and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard.While ASCE has made every effort to use data obtained from reliable sources or methodologies,ASCE does not make any representations or warranties as to the accuracy,completeness,reliability, currency,or quality of any data provided herein.Any third-party links provided by this Tool should not be construed as an endorsement, affiliation,relationship,or sponsorship of such third-party content by or from ASCE. ASCE does not intend,nor should anyone interpret,the results provided by this Tool to replace the sound judgment of a competent professional,having knowledge and experience in the appropriate field(s)of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard. In using this Tool,you expressly assume all risks associated with your use.Under no circumstances shall ASCE or its officers,directors, employees,members,affiliates,or agents be liable to you or any other person for any direct,indirect,special,incidental,or consequential damages arising from or related to your use of,or reliance on,the Tool or any information obtained therein.To the fullest extent permitted by law,you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool. httosJ9asm7hazaTd1c9.onrme! Page 3 of 3 Thu Apr 01 2021 Road/ ���111 COMPLY WITH ALL CODES OF APPROVED AS NOTED NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF DATE 3 dD-a3 B.P.# 49032) $ SOUTHOLD TOWN 550� oo -- FEE: BY- NOTIFY BUILDING DEPARTMENT AT G)2)- a3 SOUTHOLD TOWN PLANNING 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: I. FOUNDATION-TWO REQUIRED SOUTHOLD TOWN TRUSTEES ,3 FOR POURED CONCRETE N.Y.S.DEC 2. ROUGH-FRAMING,PLUMBING, ........ +w�+�+� STRAPPING, ELECTRICAL&CAULKING 3. INSULATION 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 DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL INSPECTION REQUIRED Additional Certification May Be Required$ • SITE INFORMATION PROJECT DIRECTORY • PROPERTY OWNER: EAST MARION FIRE 136M CT APPLICANT: DISH Wireleee L.L.C. v ADDRESS: 9245 MAIN RD 5701 SOUTH SANTA FE DRIVE EAST MARION, NY 11939 UTTLETON, CO 80120 d.sh TOWER TYPE: MONOPOLE TOWER OWNER: CROWN CASTLE CO SITE ID: 857111 2000 CORPORATE DRIVE SCOPE OF WORK CANON88-C. 15317 570LITTLETON,, CO1 SOUTH A80120FE RIVE TOWER APP NUMBER: 548883 486- (877) 493777 THIS is NOT AN ALL INCL.USNE LIST. CONTRACTOR SHALL UTILIZE SPECIFIED EQUIPMENT PART OR ENGINEER COUNTY: SUFFOLK SITE DESIGNER: FRENCH & PARRELLO ASSOCIATES APPROVED EQUIVALENT. CONTRACTOR SHALL VERIFY ALL NEEDED EQUIPMENT TO PROVIDE A FUNCTIONAL SITE. THE PROJECT GENERALLY CONSISTS OF THE FOLLOWING: 1800 ROUTE 34, SUITE 101 %mrelessT. LATITUDE (� 83): 41' 7' 41.71 N WALL. NJ 07719 TOWER SCOPE OF WORK: INSTALL (3) PROPOSED PANEL ANTENNAS (1 PER SECTOR) 41.128253 N 732-312-9800 • INSTALL (3) PROPOSED ANTENNA FLUSH MOUNTS (1 PER SECTOR) LONGITUDE (NAD 83): -7Z 20' 28.71• W • INSTALL PROPOSED JUMPERS -72.341308 W • INSTALL (1) PROPOSED OVER VOLTAGE PROTECTION DEVICE (OVP) ACQUISITION: NICHOLAS CURRY DISH Wireless L.L.C. SITE ID: INSTALL (12) PROPOSED HYBRID CABLE ZONING JURISDICTION: TOWN OF SOUTHOLD SITE AC • INSTALL (1) PROPOSED CABLE CLAMP (480) 734-2434 N Y N Y C 0 2 2 4 2 A GROUINSTALL (4) PROPOSED DIPLEXERS ZONING DISTRICT: R-,0 LOW DENSITY FP^ RESIDENTIAL FREl1 CH&P�' ° ND SCOPE OF WORK: CONSTRUCTION MANAGER: ARNALDO ARROYO -� • INSTALL (6) PROPOSED RRUS PARCEL NUMBER: 1000-031-00-03-00-011 (201) 892-5775 18MFb tU34,Sute101•W�L New JermY07719 • INSTALL (1) PROPOSED METAL PLATFORM -031 a 732.312.9LID0 f.732.312.9001 • INSTALL (1) PROPOSED PPC CABINET DISH Wireless L.L.C. SITE ADDRESS: INSTALL (1) PROPOSED EQUIPMENT CABINET OCCUPANCY GROUP: U RF ENGINEER: MURUGABIRAN JAYAPAL • INSTALL (1) PROPOSED POWER CONDUIT (339) 227-7436 • INSTALL (1) PROPOSED TELCO CONDUIT CONSTRUCTION TYPE: II-B 9245 MAIN ROAD INSTALL (1) PROPOSED TELL°-FIBER BOX • INSTALL (1) PROPOSED GPS UNIT • INSTALL (1) PROPOSEDSAFETY SWITCH (IF REQUIRED) POWER COMPANY: PSEC EAST MARION NY 11939 INSTALL `1' PROPOSED PROPOSED METE "� `� QU"�' 4��IIv=2° 7 INST,NSTv (4> PROPOSED gPLExERs TELEPHONE COMPANY, TBD ���� � NEW YORK CODE COMPLIANCE SITE PHOTO DIRECTIONS Y' ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF DIRECTIONS FROM DISH WI1-e1635 L.L.C. OFFICE: ._ l THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO TURN LEFT ONTO ADP BLVD. TURN RIGHT ONTO CHOCTAW WAY. USE THE LEFT JANE TO TURN RIGHT ONTOi;1 > BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: LMNGSTON AVE USE THE RIGHT LANE TO TAKE THE RAMP ONTO 1-280 E KEEP LEFT TO STAY ON 1-280 Er6�12 � TAKE THE TURNPIKE EXIT ON THE LEFT. MERGE ONTO 1-95 N. KEEP LEFT AT THE FORK. KEEP RIGHT TO STAY CODE TYPE ON 1-95 N. KEEP RIGHT AT THE FORK TO CONTINUE ON CROSS BRONX EXPY. TAKE EXIT 8 TO MERGE ONTO BUILDING 2018 IBC MECHANICAL 2018 IMC CROSS tSIAID PKWY. TAKE EXIT 30E TOWARD I-495 E/LONG ISLAND EXPY. KEEPLEFT. USE THE LEFT LANE IFT ELECTRICAL 2017 NEC TO TAKE EXIT 73 FOR COUNTY RD 58/OLD COUNTRY RD TOWARD GREENPORT/ORIENT. KEEP LAND MERGE ONTO COUNTY RD 58/OLD COUNTRY RD. MERGE ONTO COUNTY RD 58/OLD COUNTRY RD. AT THE TRAFFIC IT IS A VIOLATION OF LAW FOR ANY PERSON, CIRCLE, TAKE THE 2ND EXIT ONTO OLD COUNTRY RD. TURN LEFT ONTO NORTHVILLE TURNPIKE TURN RIGHT UNLESS THEY ARE ACTING UNDER THE DIRECTION ONTO SOUND AVE. CONTINUE ONTO COUNTY RD 48/MIDDLE RD. CONTINUE ONTO NY-25 E/MAIN RD. TURN OF A LICENSED PROFESSIONAL ENGINEER, LEFT, THE SITE WILL BE ON THE RIGHT. TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY:APPROVED BY: SHEET INDEX VICINITY MAP CJR T.A. PJT SHEET NO. SHEET TITLE REDS REV #: --- T-1 TIRE SHEET CONSTRUCTION DOCUMENTS A-1 OVERALL SITE PLAN SUBMITTALS A-1.1 COMPOUND AND ENLARGED SITE PLAN Y REVDATE DESCRIPTION A-2 ELEVATION, ANTENNA LAYOUT AND SCHEDULE a A 05/18/2021 ISSUED FOR REVWW A-3 EOUPAEITf PLATFORM AND H-FRAME DETAILS Did Snc.-- 5 03/01/20n 11EMM PER Cavorts C 09/29/2022 REVISED Pm COIAOM A-4 EQUIPMENT DETAILS A-5 EQUIP ENT DETAILS -_ A-6 EQUIPMENT DETAILS y E-1 ELECTRICAL/FIBER ROUTE PLAN AND NOTES Tech E-2 ELECTRICAL DETAILS UNDERGROUND SERVICE ALERT-NEW YORK 811 _ A&E PROJECT NUMBER UTILITY NOTIFICATION CENTER OF NEW YORK 2438H.001.071 E-3 ELECTRICAL ONE-LINE, FAULT CALLS & PANEL SCHEDULE (800)272-4480 • . WWW.NEWYORK-811.COM G-1 GROUNDING PLANS AND NOTES DISH Wireless L.L.C. G-2 GROUNDING DETAILS CALL 2 NC10a1c an UnJ1Y I001i1UQ10M PIeOR TOCONS»RLICipN PROJECT INFORMATION G-3 GROUNDIZ RNc DETAILS SITE LOCATION NYNYCO2242A RF-1 RF CABLE COLOR CODE GENERAL NOTES 9245 MAIN ROAD 4p EAST MARION, NY 11939 THE IS UNMANINED AND NOT FOR HUMAN HABITATION. RED 'Af GN-1 LEGEND AND ABBREVIATIONS FOR FACILITYINA MAINTENANCE. THE PROJECT WILL NOT RESULT INAANY SIGNIFICANT DISTURBANCE OR EFFECTECHNIICIAN WILL VISIT THE SITE AS TOR Fork:&Anchor GN-2 GENERAL NOTES DRAINAGE. NO SANITARY SEWER SERVICE, POTABLE WATER. OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL rdkemn ':w�H.�r; SHEET TITLE GN-3 GENERAL NOTES SIGNAGE IS PROPOSED. 1p TITLE SHEET GN-4 GENERAL NOTES Arbor View House 11"x T PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED Sed 9&ealLtast SHEET NUMBER 44*I5i CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSLONS, AND CONDITIONS ON N 4--;tW trAeJ THE JOB SITE, AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE T-1 PR0CEED1NC WITH THE WORK. NO SCALE DISH Wrele" L.L.C. TEMPLATE VERSION 38 - 07/23/2021 NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. • CONTRACTOR SHALL MAINTAIN A 10'-0'MINIMUM r SEPARA710N BETWEEN INE PROPOSED GPS UNIT, AVE TRANSI/TTING ANTENNAS AND EXISTING GPS UNITS 3. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. d.shvAomm- 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 L. 181ie34.Suba101• 0T719 a 732.312.98M'%L=7 j 1 EXISTING BUILDING 1 1 x 1 EXISTING 1 1 E PARKING 1 LOT 1 1 R is A VIOLATION OF LAW FOR ANY PERSON, 1 UNLESS THEY ARE ACTING UNDER THE DIRECTION 1 1 OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SEE COMPOUND DRAWN BY: CHECKED BY:APPROVED BY: SITE PIAN (SHEET A-1.1) CJR T.A. PJT EXISTING BUILDING RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION EXISTING BUILDING A 04/18/2021 ISI FOR R1001101 8 03/01/2072 RVASED PER CONd1S C 011/2//2072 6EVISM PER COISE/8S A&E PROJECT NUMBER 2438H.001.071 DISH Wireless LLC. PROJECT INFORMATION NYNYCO2242A 9245 MAIN ROAD EAST MARION, NY 11939 SHEET TITLE OVERALL SITE PLAN 2 SHEET NUMBER A-1 OVERALL SITE PLAN NO SCALE DISH W m L.L.C.YBU IATE VERSION 38 - 07/23/2021 NOTES NOTES 1. CONTRACTOR SHAM FIELD VERIFY ALL DUSIMON& 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. • 2. ANTENNAS ATO MOUNTS OMITTED FOR CLARITY. 2. CONTRACTOR SWILL MAINTAIN A 10'-0'MINIMUM r SEPARATION BETWEEN THE PROPOSED GPS UNIT. 3. BROAD EASE)/EM TIGHTS.THE GROUND LOSE PROVIDES TRWSMTTTING ANTENHAS AND E>IMM GPS UNITS. PROPOSED FIBER BROAD/BLANKET UTILITY RIGHTS. 'PWR'AND"FBR'PATH d,..sh VAULT TO BE USED DEPICTED ON A-1 AND E-1 ARE BASED ON BEST 3. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. AS MMA(MEET ME AVAILABLE INFORMATION INCLUDING BUT NOT LIMITED TO POINT) FOR DISH FIELD VERIFICATION, PRIOR PROJECT DOCUMENTATION AND vArehm FIBER SERVICE OTHER REAL PROPERTY RIGHTS DOCUMENM WHEN '• INSTALLING THE UTILITIES PLEASE LOCATE AND FOLLOW 24'.5" EXISTING ACCESS DOSTING PATH. IF DXISTING PATH IS NOT AN OPTION, ROAD PLEASE NOTIFY CROWN CASTLE REAL ESTATE AS FURTHER 5701 SOUTH SANTA FE DRIVE COORDINATION MAY BE NEEDED g,�, LITTLETON, CO 80120 PU1 x K-EXIIING EXISTING UTILITY 4' WIDE 1 1 H-FRAME CHAIN-LINK GATEEXISTINGrrrrrrrr ,� x UTILITY EXISTING FIBERPADH-FRAME EXISTING (3'STI x 5•-4") r J TRANSFORMER x PAD c0 1 1 1 = 1 � �� (9'-0" x 23'-0") I I/ '�b;l',�.`."...�. m _',.7 1 '1800IIoIIe34.SuAe 101•WaILNaw 07719 o '1 �"`•'u': 1 x ; jl�l ; a 732.312.9®0 E 732.312 1 SLE ENLARGED 1 1 � SITE PLAN 011• - - 1 -- _ _ - - EXISTING ICE BRIDGE ,r - -rrrrr +.4� }I �: -• ' —- i EMAIN TOR -X x x7sm x LX X X x x x — d F X x x x x x.y x, x 3 I/ EQUIPMENT ®�� CXHAMN LINK 16'-11" LAYOUT(SHEEP EXISTING 12"WIDE ICE FENCE IP - A-3) BRIDGE x EXISTING 4' WIDE x :ylx o x CHAIN-LINK GATE 12 A-2 12"6'0 1' 2 3' 4' 5' 6' 7' ENLARGED SITE PLAN 2 EXISTING PAD (2'-2" x 4'-4") 0 EXISTING PAD t R IS A VIOLATION OF LAW FOR ANY PERSON, a " EXISTING PAD I (10'-0" x 22'-0') UNLESS THEY ARE ALONG UNDER THE DIRECTION N (6'-0" x 22'-0") OF A LICENSEDT)iIS D ENT. R. TO ALTER M DRAWN BY: CHECKED BY:APPROVED BY: x x I EXISTING 4' WIDE -= EXISTING CONCEALMENT CJR T.A. PJT EXISTING 4' WIDE - CHAIN-LINK GATE - MONOPOLE RFDS REV #: --- CHAIN-LINK GATE <: _A x " x = CONSTRUCTION ` = DOCUMENTS :. X x 'z' x x x SUBMITTALS REV DATE DESCRIPTION A 09/19/2021 'I:,- .x.✓.K:',.'�-.�„ ik.r%y�.-i,�,%i l:^ 'k:..'_+'�Tyi.'. 6S11D FOR REVtM B 03/01/2172 ROOM PER CMSWIS 11'-11" EXISTING ICE BRIDGE (TYP) 0 09/29/2022 REV®PER cmaoIIS 12'-0" 8'-0" I z A&E PROJECT NUMBER 2438H.001.071 DISH Wireless L.L.C. PROJECT INFORMATION NYNYCO2242A 9245 MAIN ROAD EAST MARION, NY 11939 SHEET TRUE COMPOUND AND ENLARGED SITE PLAN ' SHEET' NUMBER 6' 4' 2' 0 5' 10' A-1.1 COMPOUND SITE PLAN PROPOSED UTILITY DIAGRAM 3 DISH Wirelon LLC.TEMPLATE VERSION 38 - 07/23/2021 NOTES 1. CONTRACTOR SHALL FED VERIFY ALL DIMENSIONS. 2.ANTENNA MID MW DISH SPECIFICATIONS REFER TO tr ANTENNA SCHEDULE AND TO FINAL comm exam REDS FOR ALL RF DETAIL 3. EXISTING EQUM09 AND FENCE OMDTEO FOR CUBTY. dw* s h wkemn- 36'DK 5701 SOUTH SANTA FE DRIVE 3'MIN. SPACE TO DETERMINE UTTLETON, CO 80120 THE SIZE OF THE CANISTER PROPOSED DISjAL'lrrelm L.L.C. Al (TYP. OF(1) SECTOR. (3)T EXISTING EQUIPMENT EXISTING MAST TOP EL ® 114'-9"AGL D D EXISTING BEACON L.L.C. MOUNT TOP EL ® 111-0"AGL EXISTING EQUIPMENT TOP EL ® 109'-0"AGL 91 ..��LL�� FWJENCH&PANU IlR1TI EXISTING CONCEALMENT MONOPOLE I 1 TOP EL. ® 109'-0"AGL C1 1800 F1uIDe34,SUme 101.Wall New.lasey 07719 I I a 732312,.MOD f.732,312,9= I I EXISTING AT&T PANEL ANTENNA I 1 RAD CENTER ® 104'-0"AGL 1 I PROPOSED DISLLC. CANISTE 1 I ANTENNA RAD CENTER 0 75'-9' A.G.L. EXISTING VERIZON PANEL ANTENNA 1 I RAD CENTER ® 94'-0"AGL I I � = EXISTING T-MOBILE AN ANTENNA C I I RAD CENTER ® 84'-0"AGL I 1 1 PROPOSED DISH WYabat LLC.OVP I 1 RAD CENTER O 78'-6•AGL I 1 3 PROPOSED DISH Wkdow LLC.ANFENIIASOL I I RAD CENTER O 74-07 AGLNqV I I IT IS A VIOLATION OF LAW FOR ANY PERSON, I I UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSm PROFESSIONAL.ENGINEER, N TO ALTER THIS DOCUMENT. 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CONTRACTOR TO REFER TO FINAL CONSTRUCTION RFDS FOR ALL RF WISH Wireless LLC. L.L.C.CPS UNIT LLC i Al FUITSU -TA08025-8605 N71 �� PROJECT INFORMATION I ALPHA 2. ANTE?INA AND RRH MODELS MAY CHANGE DUE 70 EQUIPMENT I Al FUJRSLI -TA08025-8604 N66/70 AVAIABI,TTY.ALL EWPMENT CHANCES MUST BE APPROVED AND I REMAIN IN COMPLIANCE WTIH THE PROPOSED DESIGN AM NYNYCO2242A 81 FLUITSl1 -TAOSD25-eGW N71 STRUCTIMAL.""uYSM 9245 MAIN ROAD EXISTING ENTRY PORT BErA EAST MARION NY 11939 I B1 FUIISU -TA08025-8804 N86/70 � I GAMMA C1 F1JJM -TA03025-BM N71 SHEET TITLE C1 FLII1Sl1 —TA08025—BG04 N86/70 ELEVATION, ANTENNA wr LAYOUT AND SCHEDULE SHEET NUMBER AYi\%:Yi PROPOSED NORTH ELEVATION B' a 0 a' 16' A-2 � ANTENNA SCHEDULE No SCALE 3 1/8'=1'-0• DISH Wtralns LLC.70A ATE VERSION 38 - 07/23/2021 NOTES 1. CONTRACTOR TO BURY PLATFORM FEET WITH A MINIMUM OF 2' • OF FILL PER EXISTING SITE SURFACE 2. WEED BARRIER FABRIC TO BE ADDED AT DISCRETION OF DISH v vanm a LLC. CONSTRUCTION MANAGER AT TIME OF FEET�PLATFORM (4MLMIL BLACK PLASTIC8*xW INSTALLED UNDER ALL FOUR 3. EQUIPMENT CABINET OMITTED FOR CLARITY. JL- 5701 SOUTH SANTA FE DRIVE RESERVED SPACE FOR LJTTLETON, CO 80120 FIBER NTD. IF REQUIRED RESERVED FOR FIBER GPS UNIT NTD. IF OPS UNIT REQUIRED 20OAMP METER H-FRAME 7--1 H-FRAME ��T PROPOSED DISH WGeieae L.L.C. PROPOSED DISH RK;ID METAL TWIN DIPLEXERS(TMP. OF 4) Wirelm L.L.C. 1'-0 2' 1'-2 2'-8 CONDUIT --- 1 ------------ POWER r- r------------- 0 PROTECTIVE ` ------------ CABINET PROPOSED DISH Wkelm LLC. — — GENERATOR PLUG PROPOSED DISH Wirebaa L.L.C. °Im-- PROPOSED DISH - Y._.__ CPS UNIT ---n I II I I ® '� Wlrebae LLC L P'�8 FUE AI A�Ai '.-ii i--- II I I PROPOSm RRH (TMP OF 8) s"�T'.Il tA POWER PROTECTIVE CABINET - PROPOSED DISH Wirebae L.L.C. \'"."ii i-_.-...--- --__._.__._.�_�__..., • p�H � (SUCKED) � 'I�F�Se34.S1rSe 1Q1.VVaIL Naw 07713 t i"- I PROPOSED DISFL I,I m wirebae e e o:732.312BIM E 732,312.9 PROPOSED DISH Wf L.L.C. Wimleee L. 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P REQUIRED Do __ EOUPMEHT PLATFORMSPACE FOREQUPMENT TFORM LLC. ,._l ,r.- n I I I I I DISCONNECT b / e PROPOSED DISH Wke;m _.. - o' ------ ------ SAFETY SWITCH. a o _ o. .0 0 o IF REQIARED' 00000 2'-5' 3' 1'-8• 3• 1'-8' 0 0 0 0 0 0 0 - - o" .o o: e II LPROPOSED DISH Wirehm ILI 11.1 �6DAR 'j o •moo R IS A VIOLATION OF LAW FOR ANY PERSON. \ I I STAG ED) OW OF(8) EQUIPMENT PLATFORM �11'oJ UNLEF A C04SO ACTING FESSION ENGINEER.ION �a g�• 00 ✓'.='sem. `�.i,!=.".s- ,. ii�r�.. :G O _ _ 00 - ,.�-x�..'.=_S' y_4r; - - �-'..�� - -,5,4�. 00 ":v� _ TO ALTER THIS DOCUMENT. /- EfOSTING CONCRETE PAD EXISNIG CONCRETE PAD //' i' //: DRAWN BY: CHECKED BY:APPROVED BY: SIJ EQUIPMENT PLPLATFORMFOOTPAD (TMP) CJR TA PJT EWPMEN7 PLATFORM FOOTPAD (TMP) RFDS REV #: --- CONSTRUCTION DOCUMENTS PLATFORM EQUIPMENT PLAN NO SCALE H-FRAME EQUIPMENT ELEVATION NO SCALE L2 SUBMITTALS REV DATE DESCRIPTION COMMSCOPE MTC4045LP COMMSCOPE MTC4045HFLD NOTE: A ae/ter ISSM FOR RLVEMOR DISH Wirelow L.L.C. a e3/01/2= WMW PFR FIs 5X7 PLATFORM PLAN H-FRAME APPROVED EQUIVALENT C 09/20/Z= REv®M oorolls DIMENSIONS(HILWxD) 18'x84'x80' SIDE - 5' 1ENM BAR -;; ��••y_`- •.��I_ CRATING UNISTRUf/SUPPOFT!RAILS QTY S 80' TOTAL WBGHT 423 LBS ;':-- - ' — 't'` WEIGHT 59.74 be !NOTE: EWJIPMENTPPE CAP -' °-° A&E PROJECT NUMBER GC TO PROVIDE EXTENDED =d_i--i_ = PLATFORM PLATFORM THREAD FOR PLATFORM F = ---_=.;I- __�---.°--;- _- '.._-`_ ...::._. FOOTPAD(1YP) FOOTPAD REQUIRED HIE7GHIi EXCEEDS 1T ^-1-I-j_--I--"---L ° - --�--:-_-�---" _.. ..::._ -:_ _.'—: 2438H.001.071 -=f is::::::: _. _`:~T-dee-.....::`-::_:::::: WELDMEM PIPE °'_--_ .ice... .. -_.,_. - BAR GRATING 12' __ _ _ a C2 DISH Wireless LLC. ryI_v CLQ PROJECT INFORMATION (TMP) - �----_ EE-- io NYNYCO2242A -•_ -1=- - t- -=c:�_ �_:_ SIDE - T LLNGrH BAR SUPPORT RAIL 9245 MAIN ROAD CRATING SUPPORT - rn,�� -;�_-- EAST MARION, NY 11939 m,.1 =li��- jr CdLVC U-BOLTSC2 ca EQUIPMENT SHEET TITLE FO EQUIPMENT PLATFORM AND 12• H-FRAME DETAILS BASE PLATE SHEET NUMBER FRONT A-3 PLATFORM DETAIL NO SCALE 3 H-FRAME DETAIL NO SCALE 4 DISH*Wm L.L.C.TEMPLATE VERSION 38 - 07/23/2021 ENERSYS HEX CABINET CHARLES CFIT—PF202ODSH1 EATON METER SOCKET 2000005996 \ FIBER TELCO ENCLOSURE UNRRS213BEUSE DIMENSIONS (H~): 73•x30 iT32' \ DIMS (HxwxD) 2ox20'x9• METER SOCKET TYPE RING v WE16HT EMPTY. WG The I ENCLOSURE WEIGHT 20 IIx, ENCLOSURE DIM (TbAMxD) 1s'x12'xs' o:J HEATER e0ow MOUNTING WALL AWN AMPERE RATING 200A F3AH / Pte{ POWER SYSTEM -48V ALPW\/BOW1 ` COMPUANCE TYPE 4 WEKr}iT 18 LBS FRONT 5701 SOUTH SANTA FE DRIVE o OO Q oO LITTLETON. CO 80120 e ❑. O 0 O O O O O -00F p^ZS, ® . D . aFREROMH PASEIRNUM M-N�Es- BNK FROM FRONT SlQE HAM IBM Fkm a34.SwEe 161•Wall New ias�yII7713 «792.312.-860 F.732,312.91 CABINET DETAIL NO SCALE FIBER TELCO ENCLOSURE DETAIL NO scALE 2 METER SOCKET DETAIL No scALE 3 SQUARE D SAFETY SWITCHES CHARLES INDUSTRY — D224NRB CUBE—SS4B228LX1 ENCLOSURE ON (HxwxU) 29.25•x19.0074.50• HEIGHT 84.59' ENCLOSURE TYPE NEMA 3R RAINPROOF WIDTH 32' UL LISTED FILE E-2875 DEPTH TOTAL WEIGHT(EMPTY) — L FRONT UZI ca O L� O O IT IS A OF LAW FOR ANY O UNLESS THEY ARENACTING UNDER THE DIRECTION CCTIION O OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. O' DRAWN BY: CHECKED BY:APPROVED BY: O CJR T.A. PJT ° O O RFDS REV #: --- CONSTRUCTION ME FRONT 0 DOCUMENTS SAFETY SWITCH DETAIL NO scALE 4 NO SCALE 5 EQUIPMENT CABINET DETAIL NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION A 08/18/2021 ISSM FOR RIEWE 8 03/01/2022 REN548 FFA COWEFFIS O OD/2Y/7022 REYISIMD FFA C08E0CI5 A&E PROJECT NUMBER 2438H.001.071 DISH Wireless LLC. PROJECT INFORMATION NYNYCO2242A 9245 MAIN ROAD EAST MARION, NY 11939 SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER A-4 NOT USED NO SCALE 171 NOT USED NO SCALE $ NOT USED NO SCALE 9 DISH WIrden LLC.TEMPLATE VERSION 38 - 07/23/2021 PROPOSED • ICE BRIDGE v ii ii .sh II PROPOSED 1-3/8- II DY1 HYBRID CABLE f - (OPT" -B7 i� 5701 SOUTH SANTA FE DRIVE• LITTLETON, CO 80120 PROPOSED CABLE CLAMP O 3,-0.O.C. XISTING MONOPOLE FqMgCH X P ASSE3CtA—m-S 1800 RnIDa34.9nta 1O1•WaIL Naw.la�y07773 a 732.312.3®0 f.732,312.9801 No scuE NO SCALE 2 HYBRID CABLE RUN ND SCIyE 3 PCTEL 1.7510 GPSGL—TMG—SPI-40NCB two MINIMUM OF 75z OR DTMENSK)NS(DUL%H) MM/INCH �3.2 z7m O- 2717 IN ANY DIRECTION �� JL WEIGHT W/ACCESSORIES 075 [be PS CONNECTOR N—FEMALE ME FREQUENCY RANGE 1590 f 30MHz ��-4� ?try \/ O 6 CUI2PSM6P4)OOR CUI2PSM9PW= GPS UNIT OBSTRUCTIONS MUST (4 AWG CONDUCTORS) (6 AWG CONDUCTORS) BE BELOW 117 k1.41 R IS A VEY AREN OF LAW FOR ANY PERSON, UNLESS THEY ARE APR F UNDER THE DIRECTIONOF A DCENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. O ODRAWN BY: CHECKED BY:APPROVED BY: OCJR TA PJT REDS REV #: --- 0 0 � C"" )0 � (B AWG ca+IwclORs) CONSTRUCTION DOCUMENTS GPS DETAIL FNO SCALE 4 GPS MINIMUM SKY VIEW REQUIREMENTS NO SCALE CABLES UNLIMITED HYBRID CABLE NO SCILE 5 MINIMUM BEND RADIUSES 6 SUBMITTALS REV DATE DESCRIPTION A 0e/1N=1 WM TVR REVM B 0.1/01/2072 FMMIMD PER OOMMM O 09/29/2072 RREVISty PER OOMMID(5 A&E PROJECT NUMBER 2438H.001.071 DISH Wireless L.LC. PROJECT INFORMATION NYNYCO2242A 9245 MAIN ROAD EAST MARION, NY 11939 SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER A-5 NOT USED NO SCALE 7 NOT USED TNOscALE $ NOT USED NO SCALE 9 DISH Wkstm L.L.C.TEMPLATE VERSION 38 — 07/23/2021 FUJITSU DUAL BAND FUJITSU TRIPLE BAND RAYCAP RDIDC-9181—PF-48 TA08025—B604 TA08025-8605 DC SURGE PROTECTION (OVP) DOIENSIONS (HxWxD) 14.9'05.7•x7.8' DUNDONS (HxWxO) 14.9•x15.7 x9' DIMENSKM (Hxwxo) 18.57'x14.57•x8.48' r WEIGHT 63.9 be WEIGHT 74.95 The wETGHr 21.85 LBS CONNECTOR TYPE 4.3-10 RF CONNECTOR TYPE 4.3-10 RF ELM d.sh CONNECTOR CONNECTOR POWER SUPPLY DC —58»-36V ELAH POWER SUPPLY DC —58--38V ELAN 5701 SOUTH SANTA FE DRIVE cl LITTLETON, CO 80120 La Lj LA L3 17:3 BASK 8@E FRO HI ° BBCK CAF E84L4IFp^Z- a PASUnso m rinn As w Ls SIQE Imm FRONT taoQTlamsaa.s,aecat•vvaLnja >aseyanls a 732.312.'J800 t.732.312.98x1 RRH DETAIL FNO SCALE RRH DETAIL NO SCAM 2 SURGE SUPPRESSION DETAIL (OVP) NO SCAE 3 JMA JMA ANTENNA MOUNT BRACKET MX08FRO665-21 #91900318 DIMENSIONS (HxWxD) 72•x20.0 x&o• TOTAL WEIGHT(WrtH BRACKETS) 18 [be (8.18 Kg) RF PORTS,CONNECTOR TYPE 8 x 4.3-10 FEMALE POLE DLAMETER RANGE 2.5'TO 4,5' WEIGHT 64.5 be MOLE. WEK;HT WITH BRACKETS 82.5 The KR/9190031&TOP AND BOTTOM BRACKETS FOR 4—,6—.AND 8—FOOT ANTENNAS Qa �7IS(gb� ;moi AMENNA BRACKET NOT PART OF Krr 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. DRAWN BY: CHECKED BY:APPROVED BY: CJR TA PJT RFDS REV #: --- NOTE OR DISH Wireleae LLC. APPROVED EQUNALENT CONSTRUCTION SIX FIRM DOCUMENTS ANTENNA DETAIL Fo sCA.E 4 NO SCALE 5 ANTENNA MOUNTING DETAIL NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION A 05/fV=1 MM FDR RLVIN EEI FPS—AB RAYCAP STEALTH 8 w/01/2z RLV64D PER CaMMFNLS TRIAD FLUSH MOUNT SMOOTH MULTI—PART C 00/n/2M WMW PER DOMMORS DESCRIPTION PART f — QTY RADOME OUTSIDE DAIETERS 24'-80'DIA. TRIAD—FPS — 1/4' PART 1 —OTY: 6 APPROX MATERIAL 7HK304ESS 3/18' BWOIEAD BRACKET ASSEMBLY GUSSET— tASSEM"HRPO PART 2 —OfY: 8 MAX HEIGHT' 12'-0* CONNECTION BOLTS OR STRAPS A&E PROJECT NUMBER 3/8'x5-1/2'A38 THREADED ROD PART 3 —OfY:8 3/870-1/4'A307 BOLT PART 4—QTY:6 ® ® BOTTOM BOLT 2438H.001.071 PLATE 3/8'HDC NUT PART 5—QTY:6 y STRAP DISH Wireless LLC. RADOME/ PROJECT INFORMATION 3/8- FLAT WASHER PART e —ON.6 CYLNDER s 1 ��0 CYUNDER NYNYCO2242A s/e'tncK WASHER PART 7-QTY.6 9245 MAIN ROAD TOTAL WEKW t8 be 4 5 6 7 a a MAST ) EAST MARION, NY 11939 T LT P O�O W-T�� SHEET TITLE STRAP BAB EQUIPMENT DETAILS MOST NOTE: ® OR DISH WkWm L.L.C. ® SHEET NUMBER APPROVED EOUNALENT ISOME11RIC A-6 MAST MOUNT DETAIL NO SCALE ] RADOME CANISTER DETAIL NO SCALE $ NO SCALE 9 DISH WUNese L.L.C.TEMPLATE VERSION 38— 07/23/2021 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. CONTRACTOR SHALL FIELD VERIFY ALL DRAENSIONS. • 2. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. r 3. BROAD EASEMENT RIGHTS. THE GROUND LEASE PROVIDES 1. CONTRACTOR SWILL INSPECT 71E EXISTING CONDITIONS PRIOR TO SUBMITTING A BID. ANY QUESTIONS ARISING BROAD/BLANKET I AND RI 1 ARTS.E MIM AND •EBR• PATH DURING THE BID PERIOD IN REGARDS TO THE CONTRACTOR'S FUNCTIONS, THE SCOPE OF WORK, OR ANY d.sh DEPICTS) ON ARM AND INC ARE BASED ON BEST OTHER ISSUE RELATED TO THUS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT AVAILABLE INFORMATION PR INCLUDING BUT NOT LIMITED AN MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. , �+ . FIELD VERIFICA710N, PRIOR PROJECT DOCUMENTATION AND 1 - OTHER REAL PROPERTY RIGHTS DOCUMENTS. WHEN ` INSTALLING THE UTILITIES PLEASE LOCATE AND FOLLOW 2. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WfTH CURRENT NATIONAL ELECTRICAL CODES AND ALL EXISTING PATH. IF EXISTING PATH IS NOT AN OPTION, STATE AND LOCAL CODES. LAWS, AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZE AS 5701 SOUTH SANTA FE DRIVE PLEASE NOTIFY CROWN CASTLE REAL ESTATE AS FURTHER REQUIRED TO MEET NEC STANDARDS. COORDINATION MAY BE NEEDED LITTLETON, CO 80120 3. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SWILL BE COORDINATE) WITH FIELD CONDITIONS PRIOR TO CONSTRUCTION. 4. CONDUIT ROUGH—IN SWILL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS. VERIFY WITH THE MECHANICAL EQUIPMENT CONTRACTOR AND COMPLY AS REQUIRED. 5. CONTRACTOR SWILL PROVIDE ALL BREAKERS, CONDUITS AND CIRCUITS AS REQUIRED FOR A COMPLETE SYSTEM. PROPOSED FIBER VAULT TO BE USED 8. CONTRACTOR SWILL PROVIDE PULL BOXES AND JUNCTION BOXES AS REQUIRED BY THE NEC ARTICLE 314. AS MMP T (MEET ME 7. CONTRACTOR SWILL PROVIDE ALL STRAIN RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES. FIBER SERVICE INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. FR&A PpjwjwjL0 - 8. ALL DISCONNECTS AND CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM. 1800Rmi1s34.SuITe 10,•VV4L New.lwl W117719 a 732.312.9800 f.732.312.9801 9. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC 250. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES. PULL BOXES, AND ALL m EXISTING ACCESS DISCONNECT SWITCHES, AND EQUIPMENT CABINETS. �- ROAD 10.ALL NEW MATERIAL SWILL HAVE A U.L LABEL. . - PROPOSED LNmERGGROUND FIBER CONDUIT (2.5.OD. 11.PANEL SCHEDULE LOADING AND CIRCUIT ARRANGEMENTS REFLECT POST—CONSTRUCTION EQUIPMENT. OF iTGr7_pf w LENGTH *18-07 4 . m 12.CONTRACTOR SWNl BE RESPONSIBLE FOR AS—BUILT PANEL SCHEDULE AND SITE DRAWINGS. 13.ALL TRENCHES IN COMPOUND TO BE HAND DUG EXISTING 4' WIDE CHAIN-LINK GATE `T0?9G43 m R IS A VIOLATION OF LAW FOR ANY PERSON. m PROPOSED � � UNLESS THEY ARE ACTING UNDER THE DIRECTION I CONDUIT (2.5 OD. LENGTH OF A LICENSED PROFESSIONAL ENGINEER. X x x -_x X — x x x f20'-07 TO ALTER THIS DOCUMENT. EXISTING SED LOCATIO DRAWN BY: CHECKED BY:APPROVED BY: UTILITY EQUIPMENT DISH FIBER J-BOX CJR TA PJT -- " -- LOCATION EET POINT REDS REV : FBR PWR P R PAR PWR-PWR-PWR _.--- EXISTING PAD EXISTING PROPOSED 2"UG - (9EXIS x 2PAD I / TRANSFORMER CONDUIT FOR DISH CONSTRUCTION / I 1------ ` ELECTRIC SERVIC. DOCUMENTS I r I1 _j DISH TO PULL NEW SUBMITTALS FPOWER FROM RFV DATE DESCRIPTION EXISTING --- TRANSFORMER A �/1a2o21 Iss,m FOR�► .�E B 03/01/2= REMISED PER O MoaS C 00/29/2= REVISED PER COM4MS LJ x X x x x x A&E PROJECT NUMBER 2438H.001.071 s j DISH Wireless L.L.C. PROJECT INFORMATION NYNYCO2242A 9245 MAIN ROAD EAST MARION, NY 11939 SHEET TITLE ELECTRICAL/FIBER ROUTE PLAN AND NOTES 2 SHEET NUMBER 12.6• 0 1' 2. 3. 4. 5' E-1 UTILITY ROUTE PLAN ELECTRICAL NOTES NO SCALE 2 2•=1'—D• DISH Wireless LLC. TEMPLATE VERSION 38 — 07/23/2021 CARLON EXPANSION FITTINGS SEE TRENCHING NOTE 1 DISH Wfrelew LLC. DISH BUTTONWkilem LLC. FIBER MALE TERMINAL STD PROVIDES 12AWG 0 0 0 DISTRIBUTION PANEL. COUPLING END ADAPTER D slzE o� TRAVEL ARTVARN PER W SPEC�IE7CLTIONS PROPOSED DISH WUeleaa LLC. v PART/ LENGTH PART NUMBER TRENCHING NOTES WIRE (6'TAL) 1 ` 1. CONTRACTOR SINAL RESTORE THE (SEE GENERAL NOTES) TELCO FIBER ENCLOSURE W45D W45DX 1/2' 20 4• TRENCH TO ITS ORIGINAL SLOPE TO SUR SOIL 0345E W45EX 3/4' 15 4' SLIP JOINT CONDITIONS BY EITHER SEEDING CONDITION IN ACCORDANCE �. s h (SEE CHART FOR OR SODDING GRASS AREAS,OR WITH LOCAL REGULATIONS SEE TRENCHING NOTE 2 PROPOSED DISH Wlrebee W45F W45FX 1' 10 4' f 1 PARE NUMBER) AREAS TO ITS ORIGINAL OR CONCRETE LLC. U - AREAS TO ITS OTtIGINAI.CROSS E9450 W45GX 1 1/4' 5 4' I SECRON / A// DISH Wtraleee LLC. FIBER I 2. TRENCHING�Y. ING INCLUDJUMPER TO CABINET WILL 5701 SOUTH SANTA FE DRIVE W45H W45HX 1 1/2' S 4' i i BUT NOT LIMITED TO 501 j/ /\� � NEED TO BE FIBER PROVIDTERMINATED ER CIPHERBY LITTLETON. CO 80120 ED45J W45JX 2• is 8' I I CLASSIFICATION,SLOPING.AND \ \ � PROPOSED DIM SIDE OF BULIWEAD/LC 70 Lc I I SHORING.SHALL BE GOVERNED = / �j' m rS� WTrelm LLC. CONNECTOR WHERE CIRCUIT W45K W45KX 2 1/2' 10 8' I I BY THE CURRENT OSHA tb \ \ 0:3 V 10 AMP DISTR surlDN IS TERMINATED. I I TRENCHING AND EXCAVATION d � �j BREAKER E [� W45L W45LX 31 10 8• SAFETY STANDARDS. E945M W45MX 3 1/2' 5 8' 3. ALL CONDUITS SHALL BE /� .._ IN N W45N W45NX 4' S 8' INSTALLED IN COMPLIANCE WITH N r / PROPOSED DISH Wireleaa LLC. PROPOSED FIBER PROVIDER THE CURRENT NATIONAL 0 0 FIBER Y TO STREET. UTILITY UTILITY WARNING TAPE 12 AWG WIRE ED45P WELECTRIC CODE (NEC) OR AS ee 45PX 5- 1 8' PROPOSED DISH WtreleLLC. TERMINATED TO FDP NOTE REWIRED BY THE LOCAL SAND BEDDING PER SITE 1-1/2'POWER FROM CABINET PROPOSED DISH Wirsleee LLC. EB45R W45RX CONTRACTOR TO INSTALL EXPANSION FITTING JURISDICTION.WHICHEVER IS WORK SPECIFICATIONS DISH Wtrelew LLC. INSTALLS 1-1/2-FIBER TO CABINET Fp^z� SLIP JOINT AT METER CENTER CONDUIT THE MOST STRINGENT ICH&`P®RRE B= TERMINATION,AS PER LOCAL UTILITY POLICY, 1-1/2'CONDUITS FOR POWER PROPOSED DISH Wirehm LLC. ORDINANCE AND/OR SPECIFIED REQUIREMENT. AND FIBER TO CABINET 2'CONDUIT FROM COMMERCIAL FIBER VAULT 18GG Rada34,Siu1a 107•VVaILNewJerseyII7719 a 732.312-q=f.732.312.81 EXPANSION JOINT DETAIL NO SCALE TYPICAL UNDERGROUND TRENCH DETAIL NO SLUE 2 DARK TELCO BOX — INTERIOR WIRING LAYOUT NO SCALE 3 NOTE: FIBER PROVIDER PROPOSED FIBER WILL NEED To PROVIDE AN PROPOSED DISH Wiroleee LLC. �D• REQUIRED ADDITIONAL SIFT UNISTRUT. 2 WITH 4 NUNS UNISTRUT IN THE EVENT THE BRACKET SPACING DOESN'T UNE UP WITH CURRENT SPACING BELOW PROPOSED FUER PROV1DER IN IN OUT ®� 1-1/4'FLEX CONDUITS FIBER POWER 7IOF6FR PROVIDEDER 70 TERMINATE R NID FUER PROVIDER TO PUNCH TOP OF Jr!v TELCO BOX OF ND ENCLOSURE AND PROPOSED DISH Wheless LLC. NSIALL 1-1/4' LIQUID TIGHT 12 AWG WARE(6'TAIL) CONNECTORS, UL LISTED. NYLON MATERW.WITH O—RING GASKET IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION FIBER PROVIDER 70 INSTALL OF A LICENSED PROFESSIONAL ENGINEER, PROPOSED DISH Wtrelm LLC. 1-1/4•FLEX CONDUITS BETWEEN TO ALTER THIS DOCUMENT. 10 AMP DISTRIBUTION BREAKER FOP TELCO BOX&NID PROPOSED DISH Wtrebsa LLC. DRAWN BY: CHECKED BY:APPROVED BY: PROPOSED DISH Wirebae LLC. TELCO FIBER ENCLOSURE CJR T.A. PJT 12 AWG MARE PROPOSED DISHWlrobee LLC. 1-1/2-FIBER TO CABINET in RFDS REV #: --- PROPOSED DISH WbvlmL.L.C. ° PROPOSED DISHWUe%=LLC. CONSTRUCTION 1-1/2-POWER FROM CABINET 2'CONDUIT FROM COMMERCIAL FIBER WALT DOCUMENTS LIT TELCO BOX — INTERIOR WIRING LAYOUT (OPTIONAL NO SCALE 4 NOT USED NO SCALE 5 NOT USED NO STALE 6 SUBMITTALS REV DATE DESCRIPTION A 00/10/2021 WIPED FOR IENN 0 03/01/2022 REVIM PER OONFIIIS C 00/20/2022 REVISED PER C M EM A&E PROJECT NUMBER 2438H.001.071 DISH Wireless LLC. PROJECT INFORMATION NYNYCO2242A 9245 MAIN ROAD EAST MARION, NY 11939 SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E-2 NOT USED NO SCALE 7 NOT USED NO SCALE NOT USED NO SCALE Q DISH Wtnlem "C.7EMPLATE VERSION 38 — 07/23/2021 NOTES CONDUIT SONG.AT 407E FILL PER NEC CHAPTER 9,TABLE 4,ARTICLE 358. • PROPOSED POWER PROTECTIVE CABINET ENERSYS NETWORK CABINET 0.5' CONDUIT - 0.122 SQ. IN AREA URUTY SERVICE ENTRANCE 120/240. 1 PH,SERVICE RATED. 0.75'CONDUIT - 0213 SQ. IN AREA EXISTING 120/24OV, 1�3w, UTILITY 120/240 VAC 1PH OVERALL UL LISTED PSN��' 2.0' CONDOR - 1.316 S0. IN AREA r COMPANY PAD MOUNTED 50kVA �' 65K/IOK AIC 3.0' CONDUIT - 2.907 SQ. IN AREA TRANSFORMER CUP MAIN BREAKER WITH CABINET CONVENIENCE OUTLET CONDUCTORS (1 CONDUIn: USING THWN-2, CU.-� d GENERATOR 200A 200A INTERLOCKED GENERATOR ..sh GUNLOCK FEED, 200A 65K AIC (3) PROPOSED /10 - 0.0211 SQ. IN X 2 - 0.0422 SO. IN SAA AND PER unLnlr GEN PLUG REQUIREMENTS 0.75' EMT CONDUITS /10 - 0.0211 SQ. IN X 1 - 0.0211 SQ. IN <GROUND SURGE SU N TOTAL - 0.0833 SQ. IN M NEW 200A, 120/24OV. 1430. DEVICE 10OKA SAD/MOV 5701LITTLETH SANTA 80E DRIVE SERVICE RATED.COMBIM71ON 01 02 0.5'EMT CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF(3) WIRES MEIER/DSCONNECT(NEW 3R) GFq PROPOSED 28. 1 CU GND. INCLUDING GROUND WUW,AS INDICATED ABOVE WITH TEST BLOCK BYPASS 15A 04 40A FOR RECTIFIERS 1 &2 (MILBANK MODEL No. 03/MIDWEST 20A 05 06 RECTIFIER CONDUCTORS (3 CONDUITS). USING UL1015, CU. ELECTRIC MODEL No. M281C1PBH SPACE40A PROPOSED 2 CU IS - 0.0552 SQ. IN X 2 - 0.1103 SQ. IN $ R YALEIM VERIFYCAL 07 08 SHARLOUTILITY SPACEED GROUND WIRE FOR RECTIFIERS 3 Nk 4 15 - 0.0131 SQ. IN X 1 - 0.0131 SO. IN <BARE GROUND CU TOTAL - 0.1234 SQ. IN ELECTRODE CONDUCTOR) NG JUMPER. OF W1H PROPOSED 2 CU GN FOR RECTIFIER 5 n5 ll 12 20A 0.75•EMT CONDUIT is ADEQUATE TO HANDLE THE TOTAL OF(3) WIRES, (3)3/0 WITH/B GROUND SPACE13 14 INCLUDING GROUND WIRE.AS INDICATED ABOVE N 3'SCH 40 CONDOR SPACE15 18 Sp PPC FEED CONDUCTORS (1 C)NDUTT): USING THWN, CU. SPACE 17 18 3/0 - 02679 SO. IN X 3 - 0.8037 SQ. IN SPACE Fp^z� cRa1RroINc 'LONG SHALL OO 19 20 1 i6 - 0.0507 SO. IN X 1 - 0.0507 SQ. IN <GROUND CHIM ®Rm Inn (z) 5/8 X 10 LONG GROUND ROD SPACE SPACE R1SvEs !�k3 � SPACED YN1M1 8•APART PROPOSED SPACE SPACE 0.5'EMf CONDUIT 21 22 TOTAL - 0.8544 SQ. IN 18011O11DIS934•11I 901 A WaILNawJmmwff7719 SPACE 'SCH 40 PVC CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF(4) WIRES,S�PACEa 7323129�D f.7323129807 23�24 3.0 SPACE SPACE INCLUDING GROUND WINE,AS INDICATED ABOVE PROPOSED 2 /10. 1 /10 CU GAD. FOR CONVQBQNCE CURET CONTRACTOR 70 REFER TO CIRCUIT WIGNG SUPPLYING RECTIFIERS ARE TO BE RATED UL1015, tOSC, 800.AND PVC INSULATED. IN THE SSS SHOWN -r- BRANCH - FOAL UTILITY DESIGN DETAILS IN THE ONE-LINE DIAGRAM.CONTRACTOR MAY SUBSTITUTE UL1015 WIRE FOR THWN-2 FOR CONVENIENCE OUTLET BRANCH CIRCUIT. 2 �® BREAK(2) 40A. 2P BREAKER - SQUARE D P/N Q0240 G; A�� (1) 2011. 2P BREAKER - SQUARE D P/IIQ0220 (1) 2GA, 1P BREAKER - SQUARE D P/N.-00120 - 3 _�glTj PPC ONE-LINE DIAGRAM NO SCALE R 6 A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DDCUMENT" DRAWN BY: CHECKED BY:APPROVED BY: CJR I T.A. PJT RFDS REV #: --- CONSTRUCTION DOCUMENTS PROPOSED ENERSYS PANEL SCHEDULE SUBMITTALS VOLT AMPSCKT VOLT AMPS REV DATE DESCRIPTION LOAD SERVED (WATTS) TRIP121 HASE TRIP (WATTS) LOAD SERVED L1 L2 # L7 L2 A 06/18/2021 ISSUED 1LR REMEM PPC GFCI OUTLET 180 _ 15AA 2 40A 3810 ,. ALPHA 9 0/01/2072 IifMST:D PER CMIMBI ENERSYS GFCI OUT ET 180 20AB 4 3810 RECTA 1 &2 -SPACE- -- _ A 8 3340 `- ALPHA CORDEXC W/7D/2072 IEMSFD PFR C0111OYR _SPACE- -' 8 8 �1 - '- 3810 RECTIFIER 3 dt 4 -SPACE- A 10 1920 :� - ALPHA CORDEX SPACE- 8 12 20A 1920 RECTIFIER S -SPACE- A 14 -SPACE- -SPACE- 8 18 -SPACE- -SPACE- A 18 -SPACE- -SPACE- :- B 20 - -SPACE- A&E PROJECT NUMBER -SPACE- A 22 -SPACE- -SPACE­ ':-:-: 23 8 EcJ241 -SPACE- 2438H.001.071 VOLTAGE AIDS I 1801B0 9500 11500 2 120 2 L1 L2 WPM A19119660 VOLTAGE AMPS DISH Wireless L.L.C. B1 61 AMPS PROJECT INFORMATION 81 MAX AMPS toz 1 MAX lzss NYNYCO2242A 9245 MAIN ROAD EAST MARION, NY 11939 SHEET TITLE ELECTRICAL ONE-LINE, FAULT CALCS & PANEL SCHEDULE SHEET NUMBER E-3 PANEL SCHEDULE NO SCALE 2 NOT USED NO SG►LE 3 DISH*Wm L.L.C.TEMPLATE VERSION 38 -07/23/2021 PROPOSED BUSS BAR GROUND ROD INSULATORS PROPOSED GROUND D 4-x1127x1/ ED • EXOTHERMIC CONNECTION ,T p� SLEEVE WITH TEST WELL COPPER ■ MECHANICAL CONNECTION 0 . — . — .— , ------ /6 AWG STRANDED& DISULATED r GROUND BUS BAR — — I — /2 AWG SOLID COPPER TINNED \ I O GROUND ROD d.sh BOND PROPOSED EQUIPMENT I I F _-- I'1 �� / •— . ` BUSS BAR INSULATOR _ PLATFORM TO PROPOSED GROUNDING ELECTRODE I 1 �" \ 5701 SOUTH SANTA FE DRIVE SYSTEM (TY?. 4) I GROUNDING LEGEND LITTLETON, co solzo BOND H-FRAME POST TO ! j EXISTING TOWER GROUND UNI-STRUT(7YP.) I - e iu I BOND ICE BRIDGE _ \ RING (FEILD VERIFY) 1. GROUNDING IS SHOWN DIAGRAMMATICALLY ONLY. - - - ��---. SUPPORT POSTS TO 2 CONTRACTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE SYSTEM. GROUNDING SWILL BE IN / .' ..: f'_. ..;II I I GROUND RING BOND(e) -—-- COMPLIANCE WITH NEC SECTION 250 AND DISH Wbvlm L.L.C. GROUNDING AND BONDING (TYP ALL POSTS) REQUIREMENTS AND MANUFACTURER'S SPECIFICATIONS. EXISTING MONOPOLE \. /2 AWG BURIED GROUND ;1.. . I�` ;/.:.. 3. ALL GROUND CONDUCTORS SHALL BE COPPER NO ALUMINUM CONDUCTORS SHALL BE USED. RING 30'BELOW GRADE #2 TINNNEEDD OLIi°TIN T I - I GROUNDING KEY NOTES ��� CONDU ® ® I sa=s— FROM 24'BELOW GRADE "!, 0 07719 TO TO WTTIN 3"TO 6*OF I i ® ! a 792.3129000 f.7343729801 CAD-WELD TERMINATION A EXTERIOR GROUND RING: /2 AWG SOLID COPPER. BURIED AT A DEPTH OF AT LEAST 30 INCHES BELOW POINT. EXPOSED END OF I _ ._:'..- _::_ . — . — -� ® ®.. / O GRADE, OR 6 INCHES BELOW THE FROST UNE AND APPROXIMATELY 24 INCHES FROM THE EXTERIOR WALL THE LIQUID TIGHT CONDUIT OR FOOTING. r, V MSILICONE (lYP) ®v l EOWFR GROUND RING THE GROUND RING SYSTEM SLW L BE INSTALLED AROUND AN ANTENNA 71DWETYS LEGS. FK1AND/OR GUY ANCHORS. WHERE SEPARATE SYSTEMS HAVE BEEN PROVIDED FOR THE TOWER AND THE — ' BUILDING.AT LEAST TWO BONDS SHALL BE MADE BETWEEN THE TOWER RING GROUND SYSTEM AND THE I BUILDING RING GROUND SYSTEM USING MINIMUM /2 AWG SOLID COPPER CONDUCTORS" �oF �117� — •—� •— • — • — • — • �— ' \ —-- "/ O PEMMETER RIII/2 AWG STRANDED GREEN INSULATED COPPER CONDUCTOR EXTENDED AROUND THE OF THE EQUIPMENT AREA ALL NON-TELECOMMUNICATIONS RELATED METALLIC OBJECTS FOUND BOND EQUIPMENT AS WITHIN A SITE SHALL BE GROUNDED TO THE INTERIOR GROUND RING WITH /6 AWG STRANDED GREEN do REQUIRED BY MANUFACTURER INSULATED CONDUCTOR. An pip PROPOSED EQUIPMENT GROUND RING TO 0 BOND TO IINIERIOR GROUND RING: #2 AWG SOLID TINNED COPPER WIRE PRIMARY BONDS SHALL BE EXISTING TOWER GROUND RING (TOTAL 2) O BUILDING. AT LEASE AT FOUR POINTS ON THE INTERIOR GROUND RING. LOCATED AT THE CORNERS OF THE tea" CO GROUND II UL PPER CLAD s1EE_ MINIMUM 1/2" DIAMETER BY EIGHT FEET LONG.GROUND TYPICAL EQUIPMENT GROUNDING PLAN NO SCALE I OE LISTED RODS SHIALL BE INSTALLED WITH 04SPECWN SLEEVES. GROUND RODS SHALL BE DRIVEN TO THE DEPTH OF GROUND RING CONDUCTOR. O CELL REFERENCE GROUND BAR: POOR OF GROUND REFERENCE FOR ALL COMMUNICATIONS EQUIPMENT T IS A VIOLATION OF LAW FOR ANY PERSON, MES. F FRAALL BONDS ARE MADE WITH #2 AWG UNLESS NOTED OTHERWISE STRANDED •GREEN INSULATED UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, COPPER CONDUCTORS. BOND TO GROUND RING WITH (2) /2 SOLID TINNED COPPER CONDUCTORS. TO ALTER THIS DOCUMENT. G HATCH PLATE GROUND BAR: BOND TO THE INTERIOR GROUND RING WITH TWO /2 AWG STRANDED GREEN DRAWN BY: CHECKED BY:APPROVED BY: INSULATED COPPER CONDUCTORS.WHEN A HATCH-PLATE AND A CELL REFERENCE GROUND BAR ARE BOTH PROPOSED PRESENT.THE CRGB MUST BE CONNECTED TO THE HATCH-PLATE AND TO THE INTERIOR GROUND RING CJR I T.A. PJT BUIXHEAD (EYP) I I USING (2) TWO ;2 AWG STRANDED GREEN INSLMTED COPPER CONDUCTORS EACH. RFDS REV : EXISTING MAST PROPOSED I I I OH TO GROUND RING WITH A/2T A SOLID TONNEO COPPER CONDUCTORS WITH AN EXOTHERWC WELD NO --- EXTERIOR CABLE ENTRY GROUND BARS:LOCATED AT THE ENTRANCE TO THE CELL SITE BULDING. "'"E""A('EP) IKWECTION SLEEVE. CONSTRUCTION ROUND MEMBER ADAPTER PPRROPPOTM DCAN�TER r E i Oj M.00 GROUND BND AR: BOND TO BOTH CELL REFERENCE GROUND BAR AEXTERIOR GROUND RING. DOCUMENTS OTHE BONDING POINT FOR TELECOM EQUIPMENT FRAMES SHALL BE THE GROUND BUS THAT SUBMITTALS 3/8'HEX ORl11/lllllll0//lll/tllll/llIDlllllp I I 15 NOT ISOLATED FROM THE EQUIPMENTS METAL FRAMEWORK. REV DATE DESCRIPTION EXISTING MAST FILIJ,TET2 BOLT O INTERIOR UNIT BONDS: METAL FRAMES. CABINETS AND INDIVIDUAL METALLIC UNITS LOCATED WITH THE AREA A 00/IB/2M ISSM FOR MMY LOCK WASHER I I OF THE INTERIOR GROUND RING REQUIRE A/6 AWG STRANDED GREEN INS111J11ED COPPER BOND TO THE B W/01/2= MISED PER COMENM 6'x2'GROUND I i I INTERIOR GROUND RING. BUS BAR FLAT WASHER 1 c oo/2a/2m2 REVLgs PER caFloRs OFENCE AND GATE GROUNDING: METAL FENCES WITHIN 7 FEET OF THE EXTERIOR GROUND RING OR OBJECTS 6'x2'GROUND I I BONDED TO THE EXTERIOR GROUND RING SHALE.BE BONDED TO THE GROUND RING WITH A/2 AWG SOLID BUS BAR EXISTING MAST = , I TINNED COPPER CONDUCTOR AT AN INTIMAL NOT EXCEEDING 25 FEET. BONDS SHALL BE MADE AT EACH 11 t I S CATE POST AND ACROSS GATE OPENINGS. ROUND MEMBER I I I O EXTERIOR LINT BONDS: METAJ IC OBJECTS, FXTEDIAL lO OR MOUNTED TO THE BOLDING. SHALL BE BONDED A&E PROJECT NUMBER ADAPTER STANIFSS NTD I / I TO THE EXTERIOR GROUND RING. LASING#2 TINNED SOLID COPPER WIRE HOSE CLAMP i2 AWG STRANDED 2438H.001.071 STAINLESS STEEL HOSE CLAMP 6-x2• GROUND EMUS BAR I COPPER GREEN O , N EACH ITE BRIDGE LEG SOVIET BE BONDED TO THE GROUND RING WITH 2 AWG BARE CrOTAL OF 1 INSULATED(TYP) TINNED COPPER CONDUCTOR. PROVIDE EXOTHERMIC WELDS AT BOTH THE ICE BRIDGE LEG AND BURIED I GROUND RW_ PROJECT Wireless ATION OWRING ALL DC POWER SYSTEM CHANGES INCLUDING DC SYSTEM CHANGE OUTS„ RECTFIER REPLACEMENTS NYNYCO2242A OR ADOMON5. BREAKER DISTRIBUTION CHANGES, BATTERY ADDITIONS, BATTERY REPLACEMENTS AND INSUUATIONS OR CHANCES TO DC CONVERTER SYSTEMS T SHALL BE REQUIRED THAT SERVICE 9245 MAIN ROAD CONTRACTORS VERIFY ALL DC POWER BUSS BAR PLAN BUSS BAR ELEVATION ANTENNA GROUNDING ODNDWFOR FROM THE DC POWER SYSTEM COMMONEMS EQUIPPED BUS DIRECTLY CONNECTEDER TO CELL SITE RETURN EAST MARION, NY 11939 REFERENCE GROUND BAR ELEVATION O TOWER TOP COLLECTOR BUSS BAR IS 70 BE MECHANICALLY BONDED TO PROPOSED ANTENNA MOUNT. SHEET TITLE GROUNDING PLANS RI 7o DISHWirOl�st L.L.C. GROUNDING NOTES AND NOTES SHEET NUMBER G-1 TYPICAL ANTENNA GROUNDING DETAIL No SCALE 2 GROUNDING KEY NOTES NO SCALE 1 311 1 DIM W dm L.L.C.TEMPLATE VERSION 38- 07/23/2021 NOTES EQUIPMENT CABINET OM rTM FOR CLARITY • v d.sh v&emw- 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 PROPOSED GPS UNIT PROPOSED 200AMP METER SOCKET 1 —__ —vemeveeeemeeeq� 1 T 1 _ B PROPOSED ® o ( � 206WP METER SOCKET Fp^Zti j Pq �z�z�zrSo- %o'ase:� % e o 18�Hxae34.9u�a 1II1�VJaIL Nmv.iaseyn7719 I � . I J — u- � II � � a 732.3129BOD f.732312.31 CA�1dET. I i I 11 - 1 §z§z 1D i IB II SPACE FOR IIJ I 16 DISCONNECT SAFETY I 1 SWRCH. IF REQUIRED. \ 1 1 11 I I I II III III i I 1 --- I 12 TINNED SOLD N \`\ J 1/2'YIN. LIOIAD TIGHT i I X CONDUIT FROM 24' I i 1 — BELOW GRADE TD WITHIN I �, 3'TO B'OF CAD—WELD 1 �, TERMINATION PONT 0\ o EXPOSED END OF THE 1 CONDUIT MUST BEESEALED WITH o \\ SILICONE CAULK. (TYP) o o `o % \ .10 • • o• I ry• - Ll Ej EjI I 1 \\ - \ , , �!..... - _ It \ RIS A VIOLATION OF LAW FOR ANY PERSON, OO 1 \ 1 - .�. O O I:' \ UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY:APPROVED BY: CJR TA PJT FRONT ELEVATION SIDE ELEVATION RFDS REV #: --- CONSTRUCTION DOCUMENTS NOT USED FNO SC:; H-FRAME GROUNDING DETAIL ND SCALE Z SUBMITTALS REV DATE DESCRIPTION NOTES A 05/+8/=1 ISSt=MR ova► 12 TIMM SOLD IN 1/2'MN. LIQUID tT w/o+/am Tavhta PER aorDas TKIHT CONDUIT FROM 24'BELOW GRADE CABLE GROUNDING AGI REWIRED W034 C 09/n/2= rttvL5ls Pot tlorlolrs TO WITHIN 3"TD B'OF CAD—WELD PPE ANIENWA IS LESS THAN 10' FROM CABINET TERMINATION POINT. EXPOSED END OF THE LIQUID TIMIT CONDUIT MUST BE i SEALED WITH SILICONE CAULK. GRACIE PROPOSED GPS UNIT /` A&E PROJECT NUMBER PROPOSED POST 2438H.001.071 /i Mr.GROUND ''I I "N' / 1S DR M GROUND I DISH Wireless L.LC. I MOUNT OR�R ED I PROPOSED PIPE CLQ, PROJECT INFORMATION EDWALERr NYNYCO2242A I245 MAIN ROAD CADWEL(TYP) 1 GROUND RING cojr O \\ EAST MARION, NY 11939 I I — — SHEET TITLE TIE KID E7051NG 0 GROUNDING DETAILS GROUND RINGLi BASE CONfITx110N1/2'oOAxC.IBNMA( BENOI1 2 GROU GROUND RINGSHEET NUMBER PER CABLE MAFK11TKNISyTo GROUND G-Z TRANSITIONING GROUND DETAIL No SCALE 3 TYPICAL GPS UNIT GROUNDING No sauE 4 OUTDOOR CABINET GROUNDING NO;r E 5 DISH WkWm L.L.C.TEMPLATE VERSION 38 — 07/23/2021 EXTERNAL CLOSED BARREL. FOR ALL BLACK HEAT CONDUCTOR INSULATION TO EXTERNAL INSPECTION WINDOW IN CLEAR HEAT CONDUCTOR INSULATION TO 1. IXOTFI13tiIIC WELD (2)TWO. /2 AWG SAIF TINNED SOLID COPPER COHDUCfORS TO GROUND TOOTHED EXTERIOR TWO—HOLE SHRINK W BUTT UP AGAINST THE TOOTHED BARREL, REWIRED FOR SHRIN BUR UP AGAINST THE BAR. ROUTE CONDUCTORS TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC CONNECTORS RA CONNECTOR BARREL CION CtORS INTERIOR TWO—HOLE CONNECTOR BARRELWELD. 3/8'DIA x1 1/2' 3/8' DIA x1 1/2'2. ALL EXTERIOR GROUNDING HARDWARE SHALL BE STAINLESS STEEL 3/8' DIAMIETER OR LARGER. d.* sh ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANO—OXWW COMPOUND BEFORE MATING. S/S NUT S/S NUT 3. FOR GROUND BOND TO STEEL ONLY: COAT ALL SURFACES WITH AN ANTI—OXIDANT COMPOUND vwkekm- KM BEFORE MATING. S/S LOCK S/S LOCK WASHER ------- WASHER 4. DO NOT ISTALL CABLE GROUNDING KR AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR --- 5701 SOUTH SANTA FE DRIVE DOWN TO GROUNDING BUS. 11 S/S FLAT JJJJ� WASHERT JJJ�j� --- -------D UT LETON, CO 80120 5. NUr&WASHER SNWl BE PLACED ON THE FRONT SIDE OF THE GROUND BAR AND BOLTED ON WASHER 11J THE BACK SIDE TINNED COPPER --- ------- TINNED COPPER --- 8. ALL GROUNDING PARTS AND EQUIPMENT TO BE SUPPLIED AND INSTALLED BY CONTRACTOR. S/S FLAT GROUNDING BAR --- ------- SIS FIAT GROUNDING BAR --- 7. TFff CONTRACTOR SHALL BE RESPONSIBLE FOR INSTAILMG ADDITIONAL GROUND BAR As WASHER JJJJJ� WASHER REQUIRED. S. ENSURE THE WIRE INSULATION TERMINATION E WITHIN 1/0'OF THE BARREL(NO SHINERS). S/S BOLT S/S BOLT (1 OF 2) (1 OF 2) 1/18'MINIMUM SPACING 1/18' MINIMUM SPACING Am PAe:taaIR 113 .aSS aA--EC- 18m Fkxte34.S Wba 1O1•V.41L NmvJersEq W719 a 732.312.960D f.732.312.98D1 TYPICAL GROUNDING NOTES FNO scALE TYPICAL EXTERIOR TWO HOLE LUG Na scALE 2 TYPICAL INTERIOR TWO HOLE LUG No SCALE 3 12'DIA x 24' DEEP INSPECTION SLEEVE PVC ORR CAP EQUIVALENT Oy�®F NEay NOTE MINIMUM OF 3 THREADS S/S BOLT(EYP) FINISHED GRADE TO BE VISIBLE (TYP) °. S/S SPLIT WASHER (EYP) °°°;o°o'°o 0 0°'0 0°.°0 00 0 0'°°° °o°0 0 00 0° a c S/S FIAT WASHER (EYP) °/ °/ IMP z ��j\\j\\j\\j\\j\\j j\\%\\%\\\ j\\/• er i 2 HOLE LONG BARREL TINNED SOLID COPPER o v \//\//\//\/ //\/\//\/ !EXOTHERMIC CONNECTION rC LUG(TYP) DN COATED SOUR S/S FIAT WASHER(EYP) �\ \% \\/ 3EUSHED STONE OR QFIUALFILLL TEST WELL TO COPPER BUS BAR S/S NUT(TYP) k�\ / WR U z'of TOP of / / / GROUNDING IADP CONDUCTOR R IS A VIOLATION OF LAW FOR ANY PERSON, \\ UNLESS THEY ARE ACTING UNDER THE DIRECTION CHERRY INSULATOROF A LICENSED ICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PETALLED IF REWIRED --� DRAWN BY: CHECKED BY:APPROVED BY: LL—U COPPERf2 AWG CONDUCTORCJR T.A. PJT 'A EXTERIOR GROUND RING GROUND ROD. 1/2'MIN. x 8'-0' RFDS REV #: --- LONG COPPER CLAD STEEL (ERIW J6250) CONSTRUCTION DOCUMENTS LUG DETAIL FIND scALE 4 NOT USED NO scxE 5 TYPICAL TEST GROUND ROD WITH INSPECTION SLEEVE No scxE 6 SUBMITTALS REV DATE DESCRIPTION A 05/18/9021 ISSIM FOR FEII N 0 03/01/2029 REvatD PER COMIENIS C 00/29/2029 RFVISW PER COMMDM A&E PROJECT NUMBER 2438H.001.071 DISH Wireless LLC. PROJECT INFORMATION NYNYCO2242A 9245 MAIN ROAD EAST MARION, NY 11939 SHEET TITLE GROUNDING DETAILS SHEET NUMBER G-3 NOT USED NO SCALE 7 NOT USED NO SCALE $ NOT USED NO SCALE Q DISH Wkelm LLC.TEMPLATE VERSION 35 — 07/23/2021 RF JUMPER COLOR CODING 3/4'TAPE WIDTHS WITH 3/4' SPACING ALPHA RRH BEG RRH GAMMA RRH LOW BANDS (N71+N26) AWS • i4o PORT 2 PORT3 PORE 4 PORT 1 PORE 2 PORT 3 PORI 4 PORE 1 PORT 2 PORT 3 PORT 4OPTIONAL - (N29) (N66+N70+H-BLOCK) LOW-BAND RRH - + - SLANT d s h + SLANT - SLANT + SLANT - SLANT + SLAM - SLANT + SLANT - SLAM + SIANT - SLANT(60OMHz N71 BASEBAND) + ORANGEPURPLE (850MHz N26 BAND) +(70OMHz N29 BAND) - OPTIONAL PER MARKET RED RED RED BLUE BLUE BLUE BLUE GREEN CREEK GREEN GREEN ORANGE ORANGE RED RED ORANGE ORANGE BLUE BLUE ORANGE ORANGE GREEN GREEN ADD FREQUENCY COLOR TO SECTOR BAND CBRS TECH NEGATIVE SLAM PORT 5701 SOUTH SANTA FE DRIVE (CBRS WILL USE YELLOW BANDS) ORANGE ORANGE ORANGE ORANGE ORANGE ORANGE (3 GHz) ON AM/RRH LJTTLETON, CO 80120 YELLOW WHLTE ALPHA SECTOR BETA SECTOR GAMMA SECTOR iiii BLUE BLUE BLUE BLUE GREEN GREEN GREEN GREENMID-BAND RRH122601 (AWS BANDS N66+N70) PURPLE PURPLE BLUE BLUE PURPLE PURPLE GREEN GREEN RED BLUE GREEN ���_ PURPL.E PURPLE _ PURPLE PURPLE ASS IAS ADD FREQUENCY COLOR TO SECTOR BAND 18MFbx a 34.Sara 101,Wall Nm Jwsa107719' (CBRS WILL USE YELLOW BANDS) a F. .3 COLOR IDENTIFIER NO SCALE 2 HYBRID/DISCREET CABLES EXAMPLE 1 EXAMPLE 2 EXAMPLE 3 �OF NEPf INCLUDE SECTOR BANDS BEING SUPPORTED BLUE RED �9L ALONG WITH FREQUENCY BANDS GREEN ORANGE �. EXAMPLE 1 - HYBRID, OR DISCREET, SUPPORTS PURPLE ALL SECTORS, BOTH LOW-BANDS AND MID-BANDS O YELLOW I .� i EXAMPLE 2 - HYBRID, OR DISCREET, SUPPORTS CBRS ONLY, ALL SECTORS FIBER JUMPERS TO RRHs LOW BAND RRH HIGH BAND RRH LOW BAND RRH HIGH BAWD RRH LOW BAND RRH HIGH BAND RRH LOW-BAND RRH FIBER CABLES HAVE SECTOR STRIPE ONLY R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, RED REA BLUE BLUE GREEN GREEN To ALTER THIS DOCUMENT. PURPLE PURPLE PURPLE DRAWN BY: CHECKED BY:APPROVED BY: CJR I T.A. PJT POWER CABLES TO RRH* LOW BAND RRH HIGH BAND RRH LOW BAND RRH HIGH BAND RRH LAW BAND RRH HIGH BAND RRH RFDS REV #: --- LOW-BAND RRH POWER CABLES HAVE SECTOR STRIPE ONLY CONSTRUCTION RED RED BLUE BLUE GREEN GREEN DOCUMENTS NOT USED NO SCALE 3 SUBMITTALS PURPLE PURPLE PURPLE REV DATE DESCRIPTION A 08/18/1021 W=FOR WN" 8 03/01/2022 REVISED PER COIRMIS RET MOTORS AT ANTENNAS ANTNAI ANTENNA 1 ANTENNA NTN1A ANTENNA I NNA1TENNAI C 09/29/Z= ��PER C s LOW BAND/ HKBAND/ EHIGH tA� HIGH 'IN' 'IN' 'IN' 'IN' 'IN' 'IN' RED RED BLUE BLUE GREEN GREEN A&E PROJECT NUMBER PURPLE PURPLE PURPLE 2438H.001.071 DISH Wireless L.LC. PROJECT INFORMATION MICROWAVE RADIO LINKS FORWARD AZIMUTH OF 0-120 DEGREES FORWARD AZIMUTH OF 120-240 DEGREES FORWARD AZIMUTH OF 240-360 DEGREES LINKS WILL HAVE A 1.5-2 INCH WHITE WRAP WITH PRIMARY SECONDARY PRIMARY SECONDARY PRIMARY SECONDARY NYNYCO2242A THE AZIMUTH COLOR OVERLAPPING IN THE MIDDLE. 9245 MAIN ROAD ADD ADDITIONAL SECTOR COLOR BANDS FOR EACH EAST MARION, NY 11939 ADDITIONAL MW RADIO. WHITE WHITE WHITE WHITE WHfTE WHITE MICROWAVE CABLES WILL REQUIRE P-TOUCH RED RED BLUE BLUE GREEN GREEN SHEET TITLE LABELS INSIDE THE CABINET TO IDENTIFY THE WHITE WHITE WHITE WHITE WHITE WHITE LOCAL AND REMOTE SITE ID'S RED BLUE RF WHITE WHITE WHITE CABLE COLOR CODE SHEET NUMBER RF-1 RF CABLE COLOR CODES NO SCALE NOT USED NO SCALE 4 DISH Wrol s L.L.C. TEMPLATE VERSION 35 - 07/23/2021 EXOTHERMIC CONNECTION ■ AB ANCHOR BOLT IN INCH MECHANICAL CONNECTION ■ ABV ABOVE INT INTERIOR A ALTERNATING CURRENT LB(S) POUND(S) • BUSS BAR INSULATOR A ADDL ADDITIONAL LF LINEAR FEET CHEMICAL ELECTROLYTIC GROUNDING SYSTEM 8 AFF ABOVE FINISHED FLOOR LTE LONG TERM EVOLUTION MG ABOVE FINISHED GRADE MAS MASONRtf TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEMA eT AGL ABOVE GROUND LEVEL MAX MAXIMUM d..sh EXOTHERMIC WITH INSPECTION SLEEVE 0 AIC AMPERAGE INTERRUPTION CAPACITY MB MACHINE BOLT - GROUNDING BAR ALUM ALUMINUM MECH MECHANKAL ALT ALTERNATE MFR MANUFACTURER IVE GROUND ROD II� ANT ANTENNA MGB MASTER GROUND BAR 5701LITTLETON,, COSOUTH A80120FE R TEST GROUND ROD WITH INSPECTION SLEEVE II�* APPROX APPROXIMATE MIN MINIMUM l ARCH ARCHITECTURAL MISCMISCELLANEOUS SINGLE POLE SWITCH ATS AUTOMATIC TRANSFER SWITCH MIL METAL y� AWG AMERICAN WIRE GAUGE MTS MANUAL TRANSFER SWITCH DUPLEX RECEPTACLE BATT BATTERY MW MICROWAVE BLDG BUILDINGNEC NATIONAL ELECTRIC CODE DUPLEX GFCI RECEPTACLE BLK BLOCK NM NEWTON METERS BLKG BLOCKING NO. NUMBER FLUORESCENT UGMG FIXTURETWO(2) LAMPS 48-78 F BEAM NTIt NUMBER L___,J BTC BARE TINNED COPPER CONDUCTOR FRS NOT TO SCALE - SMOKE DETECTION (DC) BOF BOTTOM OF FOOTING OC ON–CENTER FUCENCH&PASHUR-LO CAB CABINET OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION »z1� 3i=mss EMERGENCY LIGHTING (DC) CANT CANTILEVERED OPNG OPENING 800tT 7 2312Suibal0l•-98M 9� �� CHG CHARGING P/C PRECAST CONCRETE SECURITY LOU W/PHOTOCELL UTHONIA ALXW O CLG CEILING PCS PERSONAL COMMUNICATION SERVICES LED-1-25A400/51K–SR4-120–PE–DDBTXD CUR CLEAR PCU PRIMARY CONTROL UNIT CHAIN LINK FENCE X X X X COCOLUMN PRC PRIMARY RAO CABINET — COMM COMMON PP POLARIZING PRESERVING CONC CONCRETE PSF POUNDS PER SQUARE FOOT WOOD IRON FENCE WALL STRUCTURE CONSTR CONSTRUCTION PSI POUNDS PER SQUARE INCH JL LEASE AREA - -- - - ------ -- DBL DOUBLE PT PRESSURE TREATED DC DIRECT CURRENT PWR POWER CABINET PROPERTY LINE(PL) – – – – – – DEPT DEPARTMENT CITY QUANTITY _ SETBACKS ––––––––––––––––––––––––– OF DOUGLAS FIR RA RADIUS DIA DIAMETER ICE BRIDGE DIAD DIAGONAL RECT RECTIFIER REF REFERENCE CABLE TRAY DIM DIMENSION RENF REINFORCEMENT �1 WATER LINE W — W W W W — DWG DRAWING OWL DOWEL REQb REWIRED UNDERGROUND POWER —UGP—UGP—UGP—UGP—UGP— FA EACH RET REMOTE ELECTRIC TILT UNDERGROUND TELCO —UGT—UGT—UGT—UGT—UGT— EC ELECTRICAL CONDUCTOR RF RADIO FREWENCY I= RIGID METALLIC CDI•�T R 6 A VIOLATION OF LAW FOR ANY PERSON, ER ar ONP olp-qp- EL ELEVATION UNC TMTO ALTER THEY ARE IS DICER EN DIRECTION OVERHEAD POW RRH REMOTE RADIO HEA DF A LICENSED PROFESSIONAL ENGINEER, OVERHEAD TELCO aR OM OIiT OM EIEC ELECTRICAL RRU REMOTE RADIO UNIT EMT ELECTRICAL METALLIC TUBING RWY RACEWAY DRAWN BY: CHECKED B1':APPROVED BY: UNDERGROUND TELCO/POWER —UGT/P—UGT/P —UGT/P—UGT/P — ENG ENGINEER SCH SCHEDULE CJR TA PJT ABOVE GROUND POWER —AGP—AGP—AGP —AGP—AGP — EO EDUAL SHT SHEET --- ABOVE GROUND TELCO —AGT —ACT —AGF —AGT —AGT — EX E EXPANSION SIAD SMART INTEGRATED ACCESS DEVICE REDS REV ABOVE GROUND TELCO/POWER —AGT/P —AGT/P —AGT/P —AGT/P — EN EACH WAY SIM SIMILAR FAB FABRICATION SPEC sTION CONSTRUCTION xrorzKPonNr W P FF FINISH FLOOR DOCUMENTS FINISH GRADE SS STAINLESS STEEL SECTION REFERENCEFF FACILITY INTERFACE FRAME STD STANDARD SUBMITTALS SR STEELREV DATE DESCRIPTION FMN FINISHTEMP TEMPORARY A 00/18/2021 6aIRn FOR MM FLOOORR THK THICKNESS DETAIL REFERENCE FDN FOUNDATION TMA TOWER MOUNTED AMPLIFIER REV®PFA aalllns FOC FACE OF CONCRETE FOM FACE OF MASONRY TIN TOE NAL C 09/29/2022 TOA TOP OF ANTENNA FOS FACE OF STUD TOC TOP OF CURB FOW FACE OF WALL FS FINISH SURFACE TI)F TOP OF FOUNDATION FT FOOT TIX' TOP KATE(PAPA" A&E PROJECT NUMBER FTG FOOTING TOS TOP OF STEEL GA GAUGE TOW TOP OF WALL 2438H.001.071 GEN GENERATOR TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION DISH eless LL-C. GFC2 GROUND FAULT CIRCUIT INTERRUPTER TYP TYPICAL PROJECT rINFORMATION GLB GLUE LAMINATED BEIM UG UNDERGROUND GtiV MVANRED UL UNDERWRITERS LABORATORY NYNYCO2242A CPS GLOBAL POSITIONING SYSTEM UNO UNLESS NOTED OTHERWISE 9245 MAIN ROAD GND GROUND UMTS UNIVERSAL.MOBLE TELECOMMUNICATIONS SYSTEM EAST MARION, NY 11939 GSM GLOBAL SYSTEM FOR MOBILE UPS UNTIERRUPI6LE POWER SYSTEM (DC POWER PLANT) FDG HOT DIPPED GALVANIZED VIF VERIFIED IN FELD SHEET TITLE HDR HEADER W WIDE LEGEND AND MR HANGER W/ WITH HVAC �T A�/�� NG WD WOODABBREVIATIONS NT HETGNT WP WFATHERPIWF SHM7 NUMBER IGR INTERIOR GROUM F&4G WT WEIGHT GN-1 LEGEND ABBREVIATIONS IHSH Wkskm L.L.C.TEMPLATE VERSION 38 – 07/23/2021 SITE ACTIVITY REQUIREMENTS: GENERAL NOTES: d.".sh 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 w LLC. AND TOWER OWNER NOC & THE DISH Wireless L.L.C. AND TOWER OWNER CONSTRUCTION MANAGER. CONTRACTOR:GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION %W2. 'LOOK UP' - DISH Wireless LLC. 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 W 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 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 5701 SOUTH SANTA FE DRIVE 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 UTRETON, CO 80120 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 LLC. AND DISH Wireless L.L.C. AND TOWER OWNER POC STANDARD GOOD PRACTICE FOR MISCELLANEOUS WORK NOT EXPUCITLY SHOWN. OR CALL THE NOC TO GENERATE A SAFETY CLIMB MAINTENANCE AND CONTRACTOR NOTICE TICKET. 3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF 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, 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. JURISDICTIONAL REQUIREMENTS. SITE VISITS BY THE ENGINEER OR HIS REPRESENTATIVE WILL NOT INCLUDE INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL 4. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING PLANS, CLIMBING OBSERVATION OF THE FINISHED STRUCTURE ONLY. , 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. 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 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, THEc "i 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 OF180QE«m7a32.2 2.9800f X21 -cAM1 °nom THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION, TO CERTIFY THE SUPPORTING STRUCTURE(S) IN RECORD. 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 ACTIVITIES ON DISH Wireless L.L.C. AND TOWER OWNER TOWER SITE AND LATEST VERSION OF ANSI/TLA-1019-A-2012 'STANDARD FOR FIELD VERIFY THE DIMENSIONS, MEASUREMENTS, AND/OR CLEARANCES SHOWN IN THE CONSTRUCTION DRAWINGS PRIOR TO _ FABRICATION OR CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. IF IT IS DETERMINED THAT THERE ARE INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS' DISCREPANCIES AND/OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS q�®� �g-a 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE POSSIBLE. AN ALTERNATIVE INSTALLATION FOR APPROVAL BY DISH Wireless LLC. AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH °2 CHANGE OF INSTALLATION. 6. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE o EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY 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. ae AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, cvn REGULATIONS ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED 7. RULES ORDINANCES CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, , , OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, AND ORDINANCES. X92 2y� ORDINANCES AND APPLICABLE REGULATIONS. REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED 01" OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ^T� 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. R Is A VIOLAnON OF LAW FOR ANY PERSON, OF CONSTRUCTION. UNLESS THEY ARE ACTING UNDER THE DIRECTION 9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS of A LICENSED� TM�OCO ENT. R. 10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE UNLESS SPECIFICALLY STATED OTHERWISE PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY DRAWN BY: CHECKED BY:APPROVED BY: 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 CJR TA PJT FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E) CONSTRUCTION SAFETY OF INSTALLATION. REDS REV #: --- 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 CONSTRUCTION DRAWINGS. LATEST APPROVED REVISION. 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DOCUMENTS 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 THE WORK. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND SUBMITTALS DISPOSED OF LEGALLY. 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REV DATE DESCRIPTION 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. A 08/IWMI sasn MIR MEN 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 a 07/01/2= Rel®PER 001�F711a THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF DISH Wireless L.L.C. AND TOWER OWNER, AND/OR LOCAL UTILITIES. BASIS. C 09/29/2= REMW Pot 0Dlsoes 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EQUIPMENT, ROOMS, AND SHELTERS. 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND TOWER AREAS. 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE A&E PROJECT NUMBER APPLICATION. 2438H.001.071 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE CONSTRUCTION DISH Wireless LLC. DRAWINGS AND/OR PROJECT SPECIFICATIONS. PROJECT INFORMATION 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF NYNYCO2242A REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDEUNES FOR EROSION AND SEDIMENT CONTROL 9245 MAIN ROAD 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY EAST MARION, NY 11939 DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. 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. DISH W m LLC.TEMPLATE VERSION 38 - 07/23/2021 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. r 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-TTTE 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 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. TEMPERATURE OF CONCRETE SHALL NOT EXCEED 90'f AT TIME OF PLACEMENT. 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 5701 SOUTH SANTA FE DRIVE BASED ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE TYPE 11 PORTLAND CEMENT WITH A NEC. LITTLEfON, CO 80120 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 (WIRt.MOLD SPECMATE WIREWAY). 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). 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 #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 #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 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR SHALL OBSTRUCTIONS. ENDS OF CONDUITS SHAIBE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MICH&� • CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. ,A_1=S 'd IA-r=-S® 18M RmAii 34.S uXe 101•VV�6 New.faseyU7719 • CONCRETE EXPOSED TO EARTH OR WEATHER: 24. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET uc 732.312.9800 f.73P.S12.9801 STEEL SHALL MEET OR EXCEED UL 50 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND NEMA 3 (OR BETTER) FOR • #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 • 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 BETTER) FOR EXTERIOR LOCATIONS. o ®F NEjV • SLAB AND WALLS 3/4' 26. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 (NEWEST REVISION) AND BE RATED BEAMS AND COLUMNS 1-1/2" NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. 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 IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. TOWER OWNER BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. a (I 28. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE ELECTRICAL INSTALLATION NOTES: WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. y �® 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 LLC.'. 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 IT IS A VIOLATION OF LAW FOR ANY PERSON, AND TRIP HAZARDS ARE ELIMINATED. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. DRAWN BY: CHECKED BY:APPROVED BY: 4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REQUIREMENT OF CJR I TA. PJT THE NATIONAL ELECTRICAL CODE. RFDS REV #: --- 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 CONSTRUCTION RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PRE THE GOVERNING JURISDICTION. DOCUMENTS 5. EACH END OF EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR, AND TELCO CONDUCTOR OR CABLE SHALL BE SUBMITTALS LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2' PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR REV DATE DESCRIPTION EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA A 08/11e/2aa11 ssLlEa FOR REver 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE a 03/t"/2= LTEros1:D Pal Comit"m CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPAC17Y RATING AND BRANCH CIRCUIT ID NUMBERS (i.e. PANEL BOARD AND CIRCUIT a 09/29/2= TE1W PFa CO UMM ID'S). 7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. 8. TIE WRAPS ARE NOT ALLOWED. 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR (#14 OR LARGER) A&E PROJECT NUMBER WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 2438H.001.071 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (#6 OR LARGER) WITH DISH Wireless LLC. TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. PROJECT INFORMATION 11. POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI-CONDUCTOR, TYPE SOOW CORD (#14 OR LARGER) UNLESS NYNYCO2242A OTHERWISE SPECIFIED. 9245 MAIN ROAD 12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE (114 OR LARGER), WITH EAST MARION, NY 11939 TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 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). 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 DISH W dm LLC.70PLATE VT7t M 35- 07/23/2021 GROUNDING NOTES: 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GESS) SHALL BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. \I 2. THE CONTRACTOR SHALL PERFORM IEEE FALL—OF—POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR GROUND ELECTRODE SYSTEMS, THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO d.*.sh ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO ' PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE TESTING RESULTS. 5701 SOUTH SANTA FE DRIVE 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY LITTLETON, CO 80120 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 WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. 6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, #6 STRANDED COPPER OR LARGER FOR INDOOR BTS: #2 BARE SOLID TINNED COPPER FOR OUTDOOR BTS. 7. CONNECTIONS TO'THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE Fr OF THE GROUND`BUS'ARE'PERMTTED. 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 SOLID TINNED fq4MCH&PAPPIMELM COPPER UNLESS OTHERWISE INDICATED. ® 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 1aooTlo�aa.s�mlm•vvI�N ► yanls a 732.312.gBM f.732.312. 1 10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED. 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. - 15. APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND mu CONNECTIONS. 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. 17. MISCELLANEOUS ELECTRICAL AND NON—ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 18. BOND ALL METALLIC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND CONDUCTOR. R IS A VIOlAT10N OF LAW FOR ANY UNLESS THEY ARE ACNNG UNDER THE DIRECTION 19. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED OF A LICENSED PROFESSIONAL ENG NEER, To ALTER THIS DOCUMENT. THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL DRAWN BY: CHECKED BY:APPROVED BY: 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. CJR TA PJT 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 BARE SOLID TINNED COPPER IN 3/4' RFDS REV #: --- NON—METALLIC, FLEXIBLE CONDUIT FROM 24' BELOW GRADE TO WITHIN 3- TO 6. OF CAD—WELD TERMINATION POINT. THE EXPOSED END CONSTRUCTION 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 DOCUMENTS TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUNDING RING, TO THE EXISTING GROUNDING SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO SUBMITTALS THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER UNE REV DATE DESCRIPTION (FERROUS OR NONFERROUS METAL PIPING ONLY). DO NOT ATTACH GROUNDING TO FIRE SPRINKLER SYSTEM PIPES. A ae/111V=11 ISSM FOR MM 0 03/b1/1= REWStD PER OOMORS O 09/1D/2072 REWSm PER COMMENTS A&E PROJECT NUMBER 2438H.001.071 DISH Wireless LLC. PROJECT INFORMATION NYNYCO2242A 9245 MAIN ROAD EAST MARION, NY 11939 SHEET TITLE GENERAL NOTES SHEET NUMBER GN-4 DISH Wkvlm LLC.TEMPLATE VERSION 38 — 07/23/2021