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HomeMy WebLinkAbout48090-Z o�as�EFO(xco Town of Southold 11/30/2023 0 .� P.O.Box 1179 o _ 53095 Main Rd Southold,New York 11971 4Ip1 � �a CERTIFICATE OF OCCUPANCY No: 44788 Date: 11/30/2023 THIS CERTIFIES that the building WIRELESS COMMUNICATION SYSTEMS Location of Property: 12585 Sound Ave.,Mattituck SCTM#: 473889 Sec/Block/Lot: 141.-3-38.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/26/2022 pursuant to which Building Permit No. 48090 dated 7/20/2022 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: colocation to existing wireless communication facility for Dish Wireless)as applied for. The certificate is issued to 12585 Sound LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL .ELECTRICAL CERTIFICATE NO. 48090 8/10/22&6/26/23 PLUMBERS CERTIFICATION DATED t oriz ignature TOWN OF SOUTHOLD ¢�®�S�FFOI,�cOy BUILDING DEPARTMENT � t TOWN CLERK'S OFFICE l =F 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#: 48090 Date: 7/20/2022 Permission is hereby granted to: 12585 Sound LLC 1647 E Jericho Tpke Huntington, NY 11743 To: add a colocation to an existing wireless communication facility as applied for per Planning approval. At premises located at: 12585 Sound Ave., Mattituck SCTM # 473889 Sec/Block/Lot# 141.-3-38.1 Pursuant to application dated 5/26/2022 and approved by the Building Inspector. To expire on 1/19/2024. Fees: WIRELESS COMMUNICATIONS-MODIFICATIONS $500.00 CERTIFICATE OF OCCUPANCY $50.00 Total: $550.00 Building Inspector SO!/Tyolo Town Hall Annex . Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(D_town.Southold.ny.us Southold,NY 11971-0959 OIyCQU1V t�,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 12585 Sound LLC Address: 12585 Sound Ave city:Mattituck st: NY zip: 11952 Building Permit* 48090 Section: 141 Block: 3 Lot: 38.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Fast Track Electric License No: 4787ME SITE DETAILS Office Use Only Residential Indoor Basement Service X Commerical X Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 4'LED Exit Fixtures Pump Other Equipment: Notes: Meter Changed Owners Inspector Signature: Date: August 10, 2022 S.Devlin-Cert Electrical Compliance Form SO!/T�,olo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �o sean.devlin(aD-town.southold.ny.us Southold,NY 11971-0959 Q �yCOUNT`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 12585 Sound LLC Address: 12585 Sound Ave city:Mattituck st: NY zip: 11952 Building Permit#: 48090 Section: 141 Block: 3 Lot: 38.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Fast Track Electric License No: 4787ME SITE DETAILS Office Use Only Residential Indoor Basement Service X Commerical X Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch 200A UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect 200A Switches 4'LED Exit Fixtures Sump Pump Other Equipment: 200A Fused Disconnect, 200A Mechanical Transfer Switch 24 Circuit/ 8 Used, BTS Cabinet Notes: Service Feeding Transfer Switch and BTS Cabinet Inspector Signature: Date: June 26, 2023 S.Devlin-Cert Electrical Compliance Form(1) o��pF SOUIyO V o qo # # TOWN OF SOUTHOLD BUILDING DEPT. courm��`' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PR C/O [ ] R NTAL REMARKS: Q VLE&r-9 I DATE INSPECTOR �F SOUTyO� T)p� 1(j/� I�/ � � Q��,/Lf� ��I�r✓L # TOWN SOUTHOLD B LDING EPT. couto, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: ved le, ::Tf- I tv gi&� — G DATE Z. INSPECTOR �/ SOUlyolo TOWN OF SOUTHOLD BUILDING DEPT. 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ e SULATION/ HULKING FRAMING /STRAPPING [ NAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: i DATE g INSPECTOR Bunch, Connie I ��^ 3 3�S • From: Michaelis,Jessica Sent: Thursday, November 30, 2023 9:03 AM To: Bunch, Connie Cc: Westermann, Caitlin Subject: RE: Outgoing Mail: DISH Wireless Colocation at Amagansett Lumber, Mattituck — P.'hawueenne.. Hi Connie, I just spoke to Heather.Because this application didn't need a site plan,we do not need to do a final site inspection for Planning. Jessica Michaelis Senior Office Assistant Southold Town Planning Department 54375 NYS Route 25 P.O. Box 1179 Southold,NY 11971 Phone: 631-765-1938 Email:JessicaMgsoutholdtownny.gov From: Michaelis,Jessica Sent:Wednesday, November 29,2023 9:18 AM To: Bunch, Connie<Connie.Bunch@town.southold.ny.us> Cc:Westermann,Caitlin<caitlinw@southoldtownny.gov> Subject: FW:Outgoing Mail: DISH Wireless Colocation at Amagansett Lumber, Mattituck Connie, As requested. Jessica Michaelis Senior Office Assistant Southold Town Planning Department 54375 NYS Route 25 P.O. Box 1179 Southold,NY 11971 Phone: 631-765-1938 Email:JessicaM e southoldtownn.gov 1 FIELD INSPECTION REPORT DATE COMMENTS �o FOUNDATION (1ST) . S:�3 ------------------------------------- FOUNDATION (2ND) N z 0 lJ� ' � rn H ROUGH FRAMING& «� PLUMBING C [[9 r INSULATION PER N.Y. y STATE ENERGY CODE ti FINAL ADDITIONAL COMMENTS tlA 00 d�o z2 — e _ d�� C> z X �b � O z x r� x e b H y�o`AgUFfO(kCoy TOWN OF'SOUTHOLD=BUILDING DEPARTMENT - ` Town Hall Annex 54375 Main Road P.O.Box 1179 Southold NY 11971-0959 =t Telephone(631)765-1802 Fax(031)765-9502 http, ://www.southoldiownnv _v_ Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ® I5 PERMIT NO. 4M Building Inspector: MAY 7 F-9n92 Applications and forms must be filled out in their.entirety,Incomplete BUILDING DEPT. applications will,not be accepted. :Where theApplicant fs;not the owner,an TOWN OF SOUTHOLD Owner's Authorization form.(Paje 2)shall be cornpleted. Date:APRI L,27,2022 OWNER(S).OF_PROPERTY: Name: 12585 SOUND LLC SCTM#1060-1000-141-00-03-00-038-001 Project Address12585 Sound Avenue Mattituck, NY.11852 . . Phone#:631-499-6220 Email: Mallin' 9 Address: 1647 EAST JERICHO,TURNPIKE HUNTINGTON, NY 1174-3 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:NETWORK BUILDING +. .CO.NSULTING Malling Address:,1 77T Sentry Parkway West I Veva.17, Suite 400 1 Blue Bell,PA 19422 Phone#;239.462.9866 Email:tarrison@nbcllc,com CONTRACTOR INFORMATION: Name:NW Management Making Address:.55 Commercial Street Freeport, NY 11520 Phone#:516=779-3226 Email:generaloffice@nwmanagment.net_ . DESCRIPTION OF PROPOSED CONSTRUCTION ❑New:Structure BAddition ❑Alteration El Repair. ❑Demolition Estimated Cost of Project: 20therAdd(3)Antennas,(6)RRH(1)OVP and one Hybrid to existing tower $33,000 Will the lot be re-graded? ❑Yes BNo Will-excess fill be removed from premises?. ❑Yes ®No 1 'PROPERTY INFORMATION Existing use of property:CeII 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 M No IF YES,PROVIDE A COPY. o'Check Box,Aher.•Re;mI1g: The owner/contractor/design.professional is responsible for all drainage and storm:water Issues as provided by: Chapter.236 of tht Town Code.APPLICATION IS HEREBY:MADE to the Building Department for the Issuance of a Building.Peninit 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,aiterations 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 Section210,45 of the:New York state Penal Law. Application Submitted By(print name):Derek PidniC BAuthorized.Agent .Downer Signature of Applicant: Date: STATE.OF NEW YORK) SS: COUNTY OF ) PEREK PICI N IC AGENT being duly sworn,deposes and says that(s)he is the applicant (Name of lndividual signing contract)above named, (S)he is theAGENT OB.O CROWN CASTLE. DISHNETWORK LLC (Contractor,Agent,Corporate Officer,etc:) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that.all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set.forth in the application file,therewith. Sworn before me this ; day of.. .20 [jAMY SZOSTAKy Pub iblk,Stio of New JIM " itfl0n 0 50170093 1ssloBExom93112026 P.ROP.ERTY�'OWNER:AUTH:6RI'ZATI0;11f� ..: B e t�;e,,ap;p#C7kn_t.i of the n user) I, r A•Ti/Z�cIC S IZi Set, - residing at -WAWV% 1 L $ a� do hereby authorize Ilriko t iClnl IL to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name BHANI, KUMAR , Notary Public, State of New York Na:'01 KU6058711 2 Qualified in Suffolk.Coun �. _1 ' OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex OF SUS P.O.Box 1179 54375 State Route 25 O�� ryOl Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Q Southold,NY Telephone: 631 765-1938 www.southoldtownny.gov o aQ PLANNING BOARD OFFICE D TOWN OF SOUTHOLD D JULis 2022 MEMORANDUM BUILDING DEPT. TOWN OF SOUTHOLD To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director Date: July 14, 2022 Re: Planning Department Report DISH Wireless at Amagansett Lumber SCTM#1000-141.-3-38.1 12585 Sound Avenue, Mattituck The Planning Department has conducted a review of the proposed colocation pursuant to §280-74 B.(2), and has received a report from our Wireless Technical Consultant, Cityscape, Inc. (see attached report). We have the following recommendations for this application: 1. The proposed colocation is a replacement of a defunct carrier and so can be treated as a modification rather than requiring a site plan application. 2. The proposed application is in compliance with the General Requirements of §280-70, therefore, we recommend a Building Permit be issued for this application in accordance with the technical report attached. 3. There is one condition: Any planned equipment changes that differ from the submitted Construction Drawing must be filed with the Town for review and approval. Thank you for your cooperation. fO��-C, BUILDING DEPARTMENT- Elect 14ector �Gy` TOWN OF SOUTHO JUL 2 coLD Town Hall Annex- 54375 Main Ro . O 9ox 11�Z022 'x Southold, New York 11971-09 BUILDING Dt=P7 Telephone (631) 765-1802 - FAX (631))7765 9502UTMot_o rogerrCED-southoldtownny.gov - seande-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: j4/Z a,)_ Company Name: r�sr Electrician's Name: rom&o Q ,� License No.: Elec. email: di.0. ��sz„� �cc-cr�c�e. T Elec. Phone No: s _,r43 y00# 1ffJ0T01 request an email copy of Certificate of Compliance Elec. Address.: Sox I*wsov 13a c&m6loe DIY &K JOB SITE INFORMATION (All Information Required) Name: Pow 1314 Address: 1a 585 Sou�►o vE /�r4tz`r�ucr� Cross Street: Phone No.: Bldg.Permit#: <8OR b email: Tax Map District: 1000 Section: Block: 3 Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): :&r6c-aom of ner,,,vi� &pw f,GS &-,&L o✓t Tt4as,,6e zo 01fH &x4&"3 Square Footage: Circle All That Apply: Is job ready for inspection?: YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ffN0 Issued On Temp Information: (All information required) Service Size01 Ph❑3 Ph Size: 20D A # Meters Old Meter# ❑New service[—]Fire Reconnect[—]Flood Reconnect ZService Reconnect[:]Underground❑Overhead # Underground Laterals 1 R2 D H Frame Pole Work done on Service? Y FN Additional Information: PAYMENT DUE WITH APPLICATION ;L - 0 � k�_ Jn3aV BUILDING DEPARTIVIENT- Electr'jal l sector r TOWN OF SOUTHOI RJUL l ��ll ryryQ2 Town Hall Annex - 54375 Main Ro -PO Box 1179 „ rti.. Southold, New York 11971-095 � 1s1'DING oEFr Telephone (631) 765-1802 - FAX (631) 765-9502 rope rr .southoldtownny.gov — seand(@.southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: fs7 &11:56rn Electrician's Name: o ,o Q-c License No.: Elec. email: Elec. Phone No: L[oo QI request an email copy of Certificate of Compliance Elec. Address.: 3oei' l,*wsou /3c c,,0n;roe IVy llp� JOB SITE INFORMATION (Ail information Required) Name: PXVXQ 1 31* Address: 1�5�5. Sou�o vE /��ttTi�ucr� Cross Street: Phone No.: Bldg.Permit#: Oq b . email: Tax Map District: 1000 Section: Block: �S A 0 BRIEF DESCRIPTION OF WORK, INCLUDE. SQUARE FOOTAGE (Please Print Clearly): lrilSi'ctoN of 0,z -r� s��ac �0 1�fSeil 11c� lEiS Square Footage: Circle All That Apply: Is job ready for inspection?: YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ffNO Issued On Temp Information: (All information required) Service Siz eEf1 Ph❑3 Ph Size: arm A # Meters Old Meter# ❑New service[:]Fire Reconnect[]Flood Reconnect®Service Reconnect❑Underground❑Overhead # Underground Laterals M 1 2 H Frame Pole Work done on Service? Y MN Additional Information: PAYMENT DUE WITH APPLICATION 1a6 -1�0 - a� 1033 y Glt- c. -7 221� Ji'- GI ?, SAC> Mejia, Evelin From: Mejia, Evelin Sent: Wednesday, November 22, 2023 8:56 AM To: 'dpicinic@inRange-Ilc.com' Subject: Open item- 12585 Sound Ave, Mattituck NY Good morning, The following are open items needed in order to issue a CO for Building Permit#48090 for the property at 12585 Sound Ave, Mattituck NY: • Final okay from the Planning Department Kind Regards, Evehn Mejia Town Of Southold Building Department Annex Building 54375 Main Road Southold, NY 11971 (631)765-1802 1 NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. • 2. CONTRACTOR SHALL MAINTAIN A 10'-0" MINIMUM v SEPARATION BETWEEN THE PROPOSED GPS UNIT, TRANSMITTING ANTENNAS AND EXISTING GPS UNITS. 3. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. d.s h wireless- 5701 SOUTH SANTA FE DRIVE LIITLEfON, CO 80120 EXISTING UTILITY POLE 35'-6" EXISTING a MONOPOLE NE94m= a °. °. TOTALLY COMMITTED. S ° NB-C ENGINEERING SERVICES,LLC. 6-2'• EXISTING d ° 6095 MARSHALEE DRIVE,SUITE 300 .■■■■■■■■F■.■_■-■_■�■■■■■v / MONOPOLE i d' ELKRIDGE,410)71 MD 21075 -792 S. EXISTING UTILITYFRAME 0 (a10)n2-7092 OEXISTING ® n° ° H-FRAME ° ■ EQUIPMENT . lill PAD EXISTING ■ ° °' ° d ° ° + ` EQUIPMENT PAD OF NpK, + PROPOSED DISH ICE ---I + EXISTING 12' WIDE .I �a°■. EXISTING UTILITY BRIDGE y�, f CHAIN-LINK GATE 1 _ H-FRAME + ' I I LEASE AREA/PLATFORM I to V ■°' ° EXISTING ICE o I I I m+ INSTALL NEW METER " r 1 ■�BRIDGE (TYP) ----I---- W ON PROPOSED DISH T`+ ■ I + U + FOP ES576 � ' PLATFORM : + 45 ■ I ; ,-•ir-III ; �17F IOt11' ■ + I 1 I �,II"jail, 1 + Da/nrzozz ■ ' FFF���N o 1 1 /.- . ■ r;,n ��;�„� + ■ 1 '!."I'!I I'TIIluiiil" + KRUPAKARAN KOLANDAIVELU,P.E. O I ■ �' I o a 1 ji�,f�i � {ir�'1hil�L�in�arr;:� STATE OF NEW YORK SEE ■ ''' '' ■° ' `• -I w 1 fj'i�-' 'i PROFESSIONAL ENGINEER PROPOSED FlBER ENLARGED 1 ^ ..L,: d VAULT TO BE SITE plgN ■ + ■ 1 `�'; (�: LICENSE#091974 UTILIZED BY DISH I _ ■ I w 1 "-,-` °� R�pOF' + < ° Wireless AS MMP _ '` ■a;. m a 1 0 iiU.iliiCi I �GF- ° R IS A VIOLATION OF LAW FOR ANY PERSON, (MEET ME POINT) I ■ ■ I n w 1 I,4 - ° 6-8 + �1l`f!''1711 d UNLESS THEY ARE ACTING UNDER THE DIRECTION s 1 i,G•ii;,i�-' ° a + OF A UCENSED PROFESSIONAL ENGINEER, �1■■�■■■in■■■■■■■ .■■■me . 1 11::.r:,:.�,:__ _ .d° TO ALTER THIS DOCUMQIT- L---J + ° ♦--- _ ---- -� + ° DRAWN BY: CHECKED BY:APPROVED BY: 6'-8" ° ' SEE EQUIPMENT TTTT I d. + JOG BRN TA + 7 I I 4. 4 ° ° --- ' EXISTING LAYOUT (SHEET A-3) I I �d° RFDS REV EQUIPMENT L-___-J EXISTING ICE BRIDGE °° B� ° ..°c PLATFORM + _ EXISTING I +°. CONSTRUCTION EQUIPMENT a + . i PAD ° i + DOCUMENTS + °° ' + ° d SUBMITTALS 4. ad REV DATE DESCRIPTION ° d ° 0 11/22/2021 ISSUED FOR CONSTRUCTION Lj'.: L aa. + . 12"6'0 1' 2' 3' 4' 5' 6' 7' 1' 03/02/2022 ISSUED FOR CONSTRUCTION ° 4. ENLARGED SITE PLAN 2 2 03/10/2022 ISSUED FOR CONSTRUCTION 3/8 v • . •-v-v-v v x-x-a-x-v v v v-x-I 3 03/1/2022 ISSUED FOR CONSTRUCTION 4 03/17/2022 ISSUED FOR CONSTRUCTION EXISTING CHAIN-UNK A&E PROJECT NUMBER FENCE 825717 DISH Wireless L.L.C. PROJECT INFORMATION RECEIVED NYNYCO2131 A 12585 SOUND AVE. JuN d 6 ? 22 MATTITUCK, NY 11952 j SHEET TITLE --Sauthold Town OVERALL AND ENLARGED _ I Planning Board SITE PLAN SHEET NUMBER OVERALL SITE PLAN 4' 2' Q 4' a' NOT USED 3 A-1 f NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. d.* sh 2. CONTRACTOR SHALL MAINTAIN A 10'-0" MINIMUM SEPARATION BETWEEN THE PROPOSED GPS UNIT, v TRANSMITTING ANTENNAS AND EXISTING CPS UNITS. 3. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. wireless- 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 EXISTING UTILITY POLE EXISTING ° MONOPOLE Nia�pCT. ° d d n� 0 NB-C ENGINEERING SERVICES,LLC.v 8,a-2,• v . • • v TOTALLY COMMITTED. EXISTING .d� 6095 MARSHALEE DRNE,SUITE 300 MONOPOLEd •■■■■■■■■ ■■-■-r■■■■■■r� EXISTING UTILITY EL(410)E,MD 92 21075 H-FRAME EXISTING ! �° ■' EQUIPMENT PAD /�■� ' I EXISTING ( i + . EQUIPMENT \\- ��J'/ PAD °I - ■_< ' + ■ PROPOSED DISH ICE - OF Nfp, EXISTING 12' WIDE BRIDGE 5'-0" -� + 'C I(0 h CHAIN-LINK GATE °,■. ° EXISTING UTILITY i, 1, ■, ° H-FRAME '� LEASE AREA/PLATFORM o y� V - EXISTING ICE •j �'� INSTALL NEW METER r 1 ■�BRIDGE (TYP) i ON PROPOSED DISH N ■ I I + 41 ■ 1 I 1 u+ 'a 0e1e74 PLATFORM : I I ■ �- -•yr- 1 per. SS10�'V' + 1 �'J +PN ■ -L LA + f - lute. I + oanaozz ■ I V�II I 1 L ff J�li;n I �IT? 1 ■ r,i d„ .I •�, _':=.' + ■ g !il}Illi;ll il.iflr"'� �-1-hi; KRUPAKARAN KOLANDAIVELU,P.E. + 1 ■ �;��' I a ii tjr,;Ii �I1T1 ifrN�I !d,lfir. , SEE ■ 4i` I .`,IIT 'l STATE OF NEW YORK PROPOSED FIBER I ENLARGED ■ --'� J ° 1 Tllfll'Ilim - ° d: _ PROFESSIONAL ENGINEER VAULT TO BE ■ •'' +SITE PLAN ■`'° A-2 0 a 1 1!'I;II�!' — ,• LICENSE#091974 - UTILIZED BY DISH --- ■ •�=`_+ .. Wireless AS MMP ■.�.- 1 w 1 ',I @,gR + (MEET ME POINT) I ■ 6•_8" + ■ I 1 ili,r!I IL;,iP \p ° R IS A VIOLATION OF LAW FOR ANY PERSON, iit <. �� '_ ° 1 '-1— — ° a + UNLOF THEY A LICENSED PRONG UNDER T14E FESSIONAL ENGINIEEEER ON ��■4,■■■I■MEMO■■■ ■■■■M1 .. I 1 `X'C°i:n`.7,"_ _ .4' ° TO ALTER THIS DOCUMENT. + 4 ;_-- -� + ° DRAWN BY: CHECKED BY:APPROVED BY: --- - ---- I SEE EQUIPMENT I I -4.. + JOG d. � ° ° BRN TA EXISTING LAYOUT(SHEET A-3) I I ° • EQUIPMENT L- EXISTING ICE BRIDGE °° "d RFDS REV #• --- :4 PLATFORM '+ + EXISTING + + ..EQUIPMENT a CONSTRUCTION PAD + I d °_ + �. DOCUMENTS +4. i ° + °. SUBMITTALS- _` n + d `_ REV DATE DESCRIPTION +' ° �14 [ '° 0 11/22/2021 ISSUED FOR CONSTRUCTION ° ` e a � ° ° + ° 12�6"0 1' 2' 3' q' S' g' ]' 1 03/02/2022 ISSUED FOR CONSTRUCTION ° ENLARGED SITE PLAN 2'-2" 2 03/10/2022 ISSUED FOR CONSTRUCTION _ 3 03/15/2022 ISSUED FOR CONSTRUCTION .—•—a—• v—•—v .—.—• a—a—.—a—v—.—:—I 4 03/17/2022 ISSUED FOR CONSTRUCTION EXISTING CHAIN-UNK „ A&E PROJECT NUMBER FENCE ® lJ L5 11V/( M717 MAY 2 6 2022 INFO DISH Wireless L.L.C. PROJECT INFORMATION DNYNYCO2131A BUILDING DEPT. 12585 SOUND AVE. TOWN OFSOUTHOLD MATTITUCK, NY 11952 SHEET TITLE OVERALL AND ENLARGED SITE PLAN SHEET NUMBER 4' 2' 0 4' B. A-1 OVERALL SITE PLAN NOT USED 3 I N A N E 695 Route 46 West, 51DLUT1O-NS Suite 103 Fairfield,NJ 07004 May 25,2022 RECEIVE Town of Southhold Town Hall Annex Building J U N 0 6 2022 54375 Route 25 Southold,NY 11971 SouthoFd Town Planning Board RE: Request for Minor Modification to Existing Wireless Facility—Section 6409 Site Address: 12585 Sound Avenue,Mattituck,NY 11852 Tax Map ID: 1000-141-00-03-00-038-001 Crown Site Number:825717/Customer Site Number:NYNYCO2131AA/Application Number: 548933 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.' 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 law4. , 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 June 25,2022,and the deadline for issuance of approval is July 25,2022. 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: 2 W E (i) Building Permit Application R �C `J (2) Construction Sleeve MAY 2 6 292.2 (3) COI WC,LIA,DIS FORMS (4) Four(4)Sets of Construction Drawings BUILDING DEPT. (5) One(i) Structural Analysis TOWN OF SOUTHOLD (6) Section 6409 Substantial Change Checklist. 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 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). 2 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 6409Ca)of the Spectrum Act of 2012, \ WT Docket No. 19-250 (June 10,2020). 3 See 47 CFR§i.61oo (c)(3). 4 See 2020 Upgrade Order at paragraph 16. 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) 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/NZ 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/M 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/0 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/ME Does the modification defeat the concealment elements of the eligible support structure? YES/2 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.§ 1.6 1 00(c)(7)(i)—(iv)? Sincerely, De -tk, PLc t*-,i ci inRange Solutions, LLC 695 Route 46 West, Suite 300 Fairfield,NJ 07004 Mobile: 551-655-7086 Fax: 973.860.2424 E-mail: dpicinic@inrange-LLC.com INRAhNGE KILJ SOLUTIONS Town of Southold., New York CkyScape Telecommunications Site Reviewr C ON S U L T AN T S , I N C . Equipment Upgrade Application 2423 S.Orange Ave#317 Orlando,FL 32806 Tel:877.438.2851 Fax:877.220.4593 July 13, 2022 Mr. Brian Cummings, Planner Town Hall Annex Building 53095 Route 25 Southold,New York 11971 PROVIDER/ID: Dish Wireless/NYNYCO213IA TOWER OWNERAD: Crown Castle/BU#825717 ADDRESS: 12585 Sound Avenue,Mattituck,NY LATITUDE: 40°59' 27.84"N LONGITUDE: 72°32' 17.94" W SCTM#: 1000-141-00-03-00-038-001 STRUCTURE: 100' Unipole Dear Mr. Cummings, 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 by inRange Solutions, LLC, on behalf of Dish Wireless (collectively "Applicant") to collocate on an existing one hundred (100) foot concealed unipole tower. The tower is located at 12585 Sound Avenue,Mattituck,New York,see Figure 1. T-Mobile also operates at this site. Support Structure& Equipment The original approval for this tower was for a concealed, single tenant unipole with all antennas and coaxial cables installed inside the structure. However, a second collocation application was approved to allow a flush mount antenna array to mount on the outside of the unipole after an exhaustive attempt to position all equipment inside the structure. The second collocation tenant has vacated the tower and per the submitted construction drawings(CD's)'Dish Wireless (Dish) proposes to remove the abandoned equipment and replace it with a new antenna array at the same level on which they will install their equipment,see Figure 2. On the new antenna flush mount,the Applicant proposes to install three(3)panel antennas, six(6)Remote Radio Units (RRUs) and one (1) surge protector at the seventy-five (75) foot level on the tower, see Figures 3 and 4. In addition, one (1) 1-3/8" coax feed line will be installed, connecting the ground equipment to the equipment on the tower and will be routed inside the pole shaft as indicated on the CD's and structural report. ' CD's prepared by NB+C,dated 3/17/22,"issued for construction',signed and sealed by a New York registered Professional Engineer. Town of Southold—SCTM#1000-141-00-03-00-038-001 ' CHYSCape Dish Wireless/NYNYCO2131A Page CONSULTANT S , INC. The following is noted on Sheet A-2 of the CD's: Nons 1. CONTRACTOR TO REFER TO FINAL CONSTRUCTION RFDS FOR ALL RF DETAILS. ANTENNA AND RRH MODELS MAY CHANGE DUE TO EQUIPMENT AVAILABILITY. ALL EQUIPMENT CHANGES MUST BE APPROVED AND REMAIN IN COMPLIANCE WITH THE PROPOSED DESIGN AND STRUCTURAL ANALYSES. 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 On the ground, inside the existing chain link fence equipment compound,Dish proposes to install a new equipment platform, two (2) equipment cabinets, an ice bridge and other ancillary equipment. Outside the existing chain link fence, a short distance from the existing equipment compound, Dish proposes to have a fiber vault installed so they can have fiber to their equipment which will allow greater functionality to their proposed network. Structural Anal The Applicant submitted a structural analysis report prepared by Paul J.Ford& Company, dated October 8, 2021, based on ANSI/EIA/TIA-222=1­1, Risk Category II and Exposure Category C criteria. The analysis concludes that, after the Applicant's proposed modifications, the tower would be at 34.5% of usage capacity (out of an allowable 105%) and the structural foundation rating and soil interaction rating also passes at 21.7% and 42.6%, respectively. Thus, it is determined that the structure, with the proposed modifications, would be structurally compliant for this proposed collocation,see Figure 5. 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 January 18, 2022, prepared by a Radio Frequency Design Engineer for Dish 2. The information provided within the study is based on computer modeling and analytical methods in accordance with the FCC's Bulleting 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 "site is compliant with FCC Guidelines as designed",see Figure 6. z Credentials provided to CityScape in an e-mail from the Applicant dated 7/12/22. i Town of Southold—SCTM#1000-141-00-03-00-038-001 Dish Wireless/NYNYCO2131A CftYSCa*#W Page CON s U LT A N T s , l N C. 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. 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, t Susan Rabold Project Manager CityScape Consultants, Inc. • • • • • 111 11 1 11 1 11 1 'f • , 6Aa1����} T str.0 Landscaping ( Braden Machine " Corporation Ae V ` • .. . Amagarise k B tCdirt s ` Is f Pinta .art a inn s e. 44 Power E Apment Odd LbtMi dow PlusMaltituck � .. And Moors M r a, Seifert CAnstructio t. Town of Southold-SCTM#1000-141-00-03-00-038-001 Dish Wireless/NYNYCO2131A chyscape Page C 0 N s UL 'rAiNTS 1INCTU �e =/{"s�� �'>.�u''���,'.�;p�6.L",°:�>• ,^x.`;jYi, is.,;''':.'.p,,-a '`:�& z'�y,.'� ,�.f;,�/r, ' as � ,,;".,.r..� p�.,,,;:: >';„r •E Wy v•` 411, Figure 2-Photograph of Existing Tower3 and Sketch from CD's s www.ccisites.com i Town of Southold—SCTM#1000-141-00-03-00-038-001 Dish Wireless/NYNYCO2131A Cl*ftaim Page CoNSULTANTs 1NC. TOP OF HIGHEST APPURTENANCE TOP EL ® iGO'-0"AGL EXISTING MONOPOLE TOP EL ® 100'-0'AGL EXISTING 1-MOBILE PANEL ANTENNAS MOUNT CL® 85'-0"AGL 3)PROPOSED DISH Wheless LLC.ANTENNAS AiK MOUNT CL @ 7V-W AGL EXISTTNO ABANDONED ANTENNA MOUNT TO BE REMOVED AIK MOUNT CL @ 75W AGL 1 I I (1) PROPOSED DISH Wireless L.L.C. HYBRID CABLE ROUTED INSIDE POLE I I I EXLS'T1NG MONOPOLE 1 I I I I 1 I I I - I I - I . I . I I I I I I I DISH Vlreless L.L.C.TO UTILIZE 1 - EXISTING ICE BRIDGE 1 I I I PROPOSED DISH Wireless L.L.C. I EOUIPMENT ON PROPOSED 1 STEEL PLATFORM 1 I I I PROPOSED DISH Wirers L.L.C. I GPS UNIT iAM ) r _ I Figure 3—Tower Elevation Town of Southold—SCTM#1000-141-00-03-00-038-001 Dish Wireless/NYNYCO2131A ckyscatow Pagel CONS U L TA N T S , 1 N C. PROPOSED DISH Virdm L.L.C. BOCK-W-BACK MOW(IYP 1 PROPOSED DOW PER SECTOR TOTAL 3) OW 8' EM C OYP A2 C2 Tn PROPOSED DISH it d—LLC ANTEBM FLASH UOURR WEPl01 BOW PLUSH MOIRlf) ' 02 PROPOSED DISH YT d—L.L.C. PPi0PO5ED DS11 Miobn LLC.FM (IW PER SECTOR.70TAL» (TYP 2 F'FA SECTOR•TOTAL BJ EYIST=MONOPOLE ANTENNA LAYOUT 3 2 3/Pat'd SECPOR TRAIN CABLE i POOR I Ow •PM L70a11NYP OA MAW FACPURER-MODEL IM AZW M RAD FEED LORE TYPE MANUFACTURER-MOREL MANUFACTURER NU1R CENTER AND LENGIII NUMBER TECH ' MODEL Al — -- -- — .._ H"I) FUATSU-TA08023-e604 SO AZ A2 PROPOSED JM4-MIro MMS-21 SO 7c 7s-a' I J/B-pIA.. Fumsu-TAOSOn-SM 5, Ax R AYCA91eI A3 -- -- -- -- -- (112 LONG) -- --CABLE -vP-ae BI — -- -- — — P JTSU-TACOMS-5604 5O M M PEED AN-Wf ROB85-YI SO 750 75'-0' SNARED W/IILPNA Fy,gI5t1-TA0002e-6609 50 B2 WSKARED /Ay� 63 CI — __ __ — — F1MIA1-TAGO025-8604 SC C2 C2 PROPOSED AM-MxOecRO665-21 5G 27C 75-V sF41RED W/AIPNA FW(F�-r�08O25-BSOS 5o q NSHARED C] 1. CONTRACTOR 70 REFIIt TO MAL COUSTRUCRON RPD6 FOR ALL RF OEDIRS 2. ANIEYQU AEU RRN MODETS MAY CHANGE DUE TO EOUIPUM A3MJ A81LEEY.ALL, EOLAPMENT CHAtiCE4 MUST BE ARPROVEp AAiO R}yNN IN COMPUANGE mlll THE PROPOSED 0E4GN WAND SiRUCR1RAL ANALYSES ANTENNA SCHEDULE NO SCALE a3 Figure 4—Overhead View of Proposed Equipment Configuration Town of Southold—SCTM#1000-141-00-03-00-038-001 Dish Wireless/NYNYCO213 I A CftySCa*P'W Page 8 CONSULTANTS , INC. PAUL i. FORD& COMPANY Date. October 08,2021 Paul J.Ford and Company 250 E.Broad St Ste 600 Columbus,OH 43215 614-221-W9 Subject Structural Analysts Report CoWerDesignallon: Dish Co-Iocate Site Number. NYNYCO2131A Site Name: NY-CCI-T-826717 Crown Castle Designation. 811 Number 826717 Site Name: Mattitcuk JOE Job Number. 640357 Work Order Number. 2024795 Order Number W933 Rev.I Engineering Rm Designation: Paul J.Ford and Company Project Number. 37621-I272.001.7805 $110 Date, 12585 Sound Ave,Mattituck Suffolk County,NY Latltuda40*59'27.84" ng1tudo-7r32'17,94& 100 Foot-monopoloZWO;r Paul J.Ford and Company 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 acceptabittly of the wwar stress level. Based on out analysis we have determined the tower stress level for the structure and foundation,under the following load case,to be. LGr Proposed Equipment Configuration Sufficient Capacity This analysis has been performed in accordance with the 2020 Now York i State Uniform Code(2018 international Building 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. Respectfully submitted by. Joseph DoLucfa Structural Designer jdetucta@pauriford.com TOWER DESIGN NOTES 1.Tow"is beaw in suffoa cotm(y,New York. 2-Tower destned tar Evom"C to 00 TIA-MM S%nUr& 1 Towerdeft"Mora 128 uO bas;c%*)d in awordance with 4wTK-=44SUndwd. 4.Tow to aba cresWed w a So mph b4,gk wt4 wM 1�00 1A ice.ke is C=jdeft to 6:25:38-"OV 51 Defierhom am based upon a 60 v"vad 6.Tom Risk CoW"N. 7ZMNA'Cam'0,r I W Crest fist 0r 0-0 M ft s truth"I foundation Rafine 2 T.-7%8.T M ar 9.TOWER PATNIG*34S% Sell lateacti"fatn* 42.6% Figure 5—Structural Analysis S u� mmary i Town of Southold—SCTM#1000-141-00-03-00-038-001 Dish Wireless/NYNYCO213IA cfwscaldrl� Page C o :4 s u L TA N T s , 1 N C. 0 ® ECEUVE MAY 2 G 2077OU D 70WN OF80Uik� Radio Frequency q cY—Electromagnetic Energy(RF-EME)- Maximum Permissible Exposure(WE)Study Report for Site ID:NYNYCO2131A 12585 Sound Ave.Mattituck,NY 11952 Date:January 18,2022 Prepared by:Yosef Haile 4. Conclusion The charts above show a summary of the exposures on the ground, in one square foot increments. The predicted software analysis performed with RoofView ha_s shoNvn that Dish transmitter equipment located on this monopole does not exceed the maximum permissible exposure levels for the FCC Public or FCC Occupational standards on the ground.This site is compliant with FCC Guidelines as designed. These results assume that the equipment uses the maximum transmitter capacity with 100%duty cycle and therefore are the worst case scenarios. Other operators'antenna locations have been included in the study to give a composite value. Figure 6—RF Exposure Assessment Report AC"RE) CERTIFICATE OF LIABILITY INSURANCE FDATE(MMIDD/YYYY) L.� 10/11/2021 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 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 rights to the certificate holder In lieu of such endorsement(s). PRODUCER NAMEACT Elena Giuliano Twin Forks Insurance Agency PHONE 631-224-1000� _ FAx 16 Station Rd,Suite#7 �A-l&-fi4=.Ext),-- _ i AX No_631-224-1800 _ Bellport,NY 11713 ADDRIEss: elenaloAtwinforksinsurance.com INSURER S)AFFORDING COVERAGE NAIC 0 INSURERA: Travelers Indemnity Co of America INSURED INSURER8: Travelers Casualty Ins CO of America N.W.Management Inc INSURSRC_General Star Indemnity Compan Freeport NY 115202831 Commercial Street ,INSURERD: TOkiO Marine Specialty Ins�CO 1......23$SO Fr INSURERE -S.hel terPoi nt Life Insurance INSURER F: Hartford Fi re Insurance Co 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 CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INS-; ---- iAl?OL'BU ii—R`T --- -- - -- —.:. —_ a-^ - _--- r n-- LTR I TYPE OF INSURANCE ! POLICY NUMBER MO Ot�NYYY MMIDOYY LIMITS GENERAL LIABILITY —, I_EA CH OCCURRENCE s 1,000,0_00 ✓_ COMMERCIAL GENERAL LIABILITY Q I— - T 300,000 _I CLAWS•MADE !y i OCCUR Z MED EXP(Anyone pgrs 7n1 -�5 _ 5,000 X X 680-6K115641-18-42 rr----_ PER SONAL.ISj INJURY 1 .-.._ 1,000.000 Contractual Liability ENERAL AGGREGATE s 2,000,000 _PEN A aPREtzATE LIhIIT APPLIES PEIR —.__ _ ---- PRODUCTS-GOMPIOR AGG -� - 2,000.000 T.1 I POOCY I PRO, ! ! ✓ ! r LOC AUTOMOBILE LIABILITY ! TM ;I GLk LI41rt 1,000,000 +ll S I ANY AUTO ! ! I BODILY INJURY(Por arson) is F _-i ALL OWNED i — SCHEDULED 'X X IBA-2N1612OA-21-42-G 21,1/21 1 2/1122 BODILY INJURY lPuruccldent) 5 _ B (___;AUTOS ✓ j AUTOS ! -..._._Y INJ i --- T-_._...._. ✓ I FARED AUTOS j �/ 4QNp3w/NEG j PRDi�ERT'r t7AMFGEis _—._......._ —,. lam!rSc1�01+1) ✓ I Hired PD - UMBRELLA LIA9 i OCCUR EACH OCCURRENCE f€_ 5,000,000 C : EXCESS LIAB CLAIMS•MADEIX IX IIXG929776B 2/1/21 2/1/22 I AGGREGATE s 6,000,000 DED 1 RETENTIONS -- c ANFICERJ RIETOR EXCLUDED? YIN N!A WC STATU• I OTH I WORKERS COMPENSATION AND EMPLOYE RS'LIABILITY -JTQRy LIMI.T.S,_.--..-!.Ef3._;___..-.-,-. ---.,._:..............._..... ANY PROPRIETOR/PARTNERrEXECUTIVE I E,L.EACH ACCIDENTET ;5 (Mandatory In NH) I E L DISEASE•EA EM1IPLOYEE7 S Ii yos,descritae under DESCRIPTION OF OPERATIONS boluw E.L.DISEASE•POLICY LIMIT ,5 I i$$5,000,000 D Excess Liability X I X PUB698603 i 2/1/21 2/1/22 Insurer E ShelterPoint-DBL policy# 1 1 D226216 Statutory DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,it more space Is required) Certificate holder is included as additional insured if required by written contract or agreement CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 53095 Route 25 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PO Box 1179 ACCORDANCE WITH THE POLICY PROVISIONS. Southold, NY 11971 AUTHORIZED REPRESF"'-r— 1/0 ©1900-ce Iv mt vmw t.vrv-vrcvi ivrl. /ku rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD NYSIF New York Stave insurance Fund 8 CORPORATE CENTER DR.2ND FLR,MELVILLE.NEW YORK 1 1 747-31 66 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A^^^A A 201330499 TWIN FORKS INSURANCE AGENCY 16 STATION RD STE 7 , BELLPORT NY 11713 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER N W MANAGEMENT INC TOWN OF SOUTHOLD 55 COMMERCIAL STREET 53095 ROUTE 25 FREEPORT NY 11524 P 0 BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD pgTE H2371 659 0 1903 09/29/2021 TO 09/29/2022 10/12/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2371659-0, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY, IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:IIWVWV.NYSIF,COMICERTICERTVAL.ASP,THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION, PRESIDENT WALTER DAHLEM (1 OF 1) N W MANAGEMENT INC THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF'OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE'CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED, THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:283226902 U-26.3 �1 +EwYORI( workers' CERTIFICATE OF INSURANCE COVERAGE r ,,ZATE Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1 a. Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured N.W.MANAGEMENT INC 516-432-8700 55 COMMERCIAL STREET FREEPORT,NY 11520 1c.Federal Employer Identification Number of Insured Work Location of Insured(Only required it coverage is specifically lirnitgd ro or Social Security Number certain locations in Now York State,i.e.,141rap-Up Policy) 201330499 2. Name and Address of Entity Requesting Proof of Coverage 3a, Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company Town of Southold 3b, Policy Number of Entity Listed In Box"'Ia" 53095 Route 25 DBL226216 R © Box 1 179 3c.Policy effective period Southold, NY 11971 12/01/2020 to 11/30/2022 4. Policy provides the following benefits: Q A.Both disability and paid family leave benefits. B.Disability benefits only. C.Pald family leave benefits only 5. Policy covers: A,All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employers employees: Under penalty p®riury, I Bert fy t at Im an autilorl�ed represr7ntat va ar licensed agent o th®Insurarioo corner referenced above an that f 4 named insured has NYS falsrtblllty and/or Paid Family Leaave Benefits Insurance coverage as doseribed above. 10/11/2021 Dote Signal — BY (Slgnalurc of Insurance-carrier',authorized roprewntative or NYS llc.onsed Insurance Agent of that insuranco,carrier) Telephone Number 516-829,8100 Name and Title Richard White Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked, and this form Is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier, this certificate is COMPLETE. Mail It directly to the certificate holder, If Box 4B, 4C or 5B is checked, this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law, It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers' Compensation Board (only if Box 4C or 513 of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board, the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DS-120.1. Insurance brokers are NOT authorized to issue this form. DS-120.1 (10-17) 11111111111°°1N illim111111n1111111°111IIIIIII .;,.., as APP OVED AS NOTED RETAIN STORM WATER RUNOFF DATE: -7 a PURSUANT TO CHAPTER 236 B.P:# d OF THE TOWN CODE, FEE:A..pa BY: NOTIFY. BUILDING DEPARTMENT AT 765-1802',.:8 AM TO 4 rM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION.- TWO REQUIRED FOR POURED CONCRETE \2.. ROUGH m, FRAMING & PLUMBING 3.'INSULATION 4. FINAL - CONSTRUk'l'T!ON MUST ;BE COMPLETE FOR C.O. ELECTRICAL ALL CONSTRUCTION SHALL MEET THE INSPECTION REQUIRED REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS, COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF ern ITNni n T(MN ZEA SOUTHOL D TONN PLANNING BOARD OLD TOWN TRUSTEES OCCUPANCY OR USE IS ,UNLAWFU.L WifT OW CERTIFICAT (OF 666UPANCY PJF PAU L J. FORD & COMPANY D EC E W E MAY 2 6 207_ Date: October 08, 2021 BUILDING DEPT. TOWN OF SOUTHOLD Paul J. Ford and Company 250 E. Broad St. Ste 600 Columbus, OH 43215 614-221-6679 Subject: Structural Analysis Report Carrier Designation: Dish Co-Locate Site Number: NYNYCO2131A Site Name: NY-CCI-T-825717 Crown Castle Designation: BU Number: 825717 Site Name: Mattitcuk JDE Job Number: 640357 Work Order Number: 2024795 Order Number: 548933 Rev. 1 Engineering Firm Designation,: Paul J. Ford and Company Project Number: 37521-1272.001.7805 Site Data: 12585 Sound Ave., Mattituck, Suffolk County, NY Latitude 400 59'27.84", Longitude-72'32'17.94" 100 Foot-Monopole Tower Paul J. Ford and Company is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above-mentioned tower. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be:. LC7: Proposed Equipment Configuration Sufficient Capacity This analysis has been performed in accordance with the 2020 New York State Uniform Code (2018 International Building 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. Respectfully submitted by: OF NEh/r 61 Joseph DeLucia Structural Designer �2 jdelucia@pauljford.com p4F 70114", 021.10.08 6:25:38-04'00' tnxTower Report-version 8.1.1.0 1 October 08, 2021 r. 100 Ft Monopole Tower Structural Analysis CCI BU No 825717 Project Number 37521-1272.001.7805, Order 548933, Revision 1 Page 2 TABLE OF CONTENTS 1) INTRODUCTION 2)ANALYSIS CRITERIA Table 1 - Proposed Equipment Configuration Table 2-Other Considered Equipment r 3)ANALYSIS PROCEDURE Table 3- Documents Provided 3.1)Analysis Method 3.2)Assumptions 4)ANALYSIS RESULTS Table 4-Section Capacity(Summary) Table 5-Tower Component Stresses vs. Capacity 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 October 08, 2021 t 100 Ft Monopole Tower Structural Analysis CC/BU No 825717 Project Number 37521-1272,001.7805, Order 548933, Revision 1 Page 3 1 1) INTRODUCTION This tower is a 100 ft Monopole tower designed by PennSummit in February of 2004. 2)ANALYSIS CRITERIA TIA-222 Revision: TIA-222-H Risk Category: II Wind Speed: 128 mph Exposure Category: C Topographic Factor: 1 Ice Thickness: 1 in Wind Speed with Ice: 50 mph Service Wind Speed: 60 mph Table 1 -Proposed Equipment Configuration - Center Number Number Feed Mounting Line Antenna Antenna Model of Feed Line of Level (ft) Elevation Manufacturer (ft) Antennas Lines Size (in) 3 fujitsu TA08025-13604 3 fujitsu TA08025-13605 75.0 75.0 3 F jma wireless MX08FRO665-21 w/Mount Pipe 1 1-3/8 1 raycap I RDIDC-9181-PF-48 1 Site Pro 1 6CHMT Table 2 -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) 3 I andrew 1932QLG65R2EB w/Mount Pipe 12 1-1/4 95.0 97.0 r 6 remec G20045A1 DBXNH-6565B-A2M w/ Mount 85.0 90.0 3 andrew Pipe 12 1-1/4 3 remec G20045A1 3)ANALYSIS PROCEDURE Table 3 -Documents Provided Document Reference Source 4-GEOTECHNICAL REPORTS 3478551 CCISITES 4-TOWER FOUNDATION DRAWINGS/DESIGN/SPECS 3960738 CCISITES 4-TOWER MANUFACTURER DRAWINGS 3478552 CCISITES tnxTower Report-version 8.1.1.0 October 08, 2021 ` 100 Ft Monopole Tower Structural Analysis CCI BU No 825717 Project Number 37521-1272.001.7805, Order 548933, Revision 1 Page 4 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. Paul J. Ford and Company should be notified to determine the effect on the structural integrity of the tower. 4)ANALYSIS RESULTS Table 4-Section Capacity(Summary) Section Elevation(ft) Component Size Critical P(K) SF*P_allow % Pass I Fail No. Type Element (K) Capacity L1 100-80 Pole TP6x6x0.5 1 -1.80 612.32 12.8 Pass L2 80-40.75 Pole TP32.516x26.63x0.2188 2 -7.26 1350.54 17.2 Pass L3 40.75-0 Pole TP38.19x31.4411x0.25 3 -13.65 1849.23 34.5 Pass Summary Pole(1-3) 34.5 Pass Rating= 34.5 Pass Table 5-Tower Component Stresses vs. Capacity Notes Component Elevation (ft) % Capacity Pass/Fail I Flange Bolts 80 6.2 Pass 1 Flange Plates 80 12.1 Pass 1 Anchor Rods 0 55.4 Pass 1 Base Plate 0 49.4 Pass 1 Base Foundation (Structure) 0 21.7 Pass 1 Base Foundation (Soil Interaction) 0 42.6 Pass Structure Rating (max from all components)= 55.4% Notes: -- - - - - - • All structural ratings are per TIA-222-H Section 15.5 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. No modifications are required at this time. tnxTower Report-version 8.1.1.0 October 08, 2021 ' 100 Ft Monopole Tower Structural Analysis CC/BU No 825717 Project Number 37521-1272.001.7805, Order 548933, Revision 1 Page 5 APPENDIX A c TNXTOWER OUTPUT tnxTower Report-version 8.1.1.0 100.0 ft t t MATERIAL STRENGTH GRADE IFY F. GRADE I F Fu o ASTM A513 75 ksi 85 ksi A607-65 65 ksi 180 ksi c D.O.M. 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 fora 128 mph basic wind in accordance with the TIA-222-H Standard. 4. Tower is also designed for a 50 mph basic wind with 1.00 in ice.Ice is considered to increase in thickness with height. 80.0 ft 5. Deflections are based upon a 60 mph wind. 6. Tower Risk Category II. 7. Topographic Category 1 with Crest Height of 0.0000 ft d 8. TIA-222-H Annex S 9. TOWER RATING:34.5% a cs N � r N) < N N I` O m 40.8 ft r , 0 I I ALL REACTIONS ARE FACTORED a � N AXIAL 19K SHEAR MOMENT 3 K 143 kip-ft TORQUE 0 kip-ft 50 mph WIND-1.0000 in ICE AXIAL 14 K SHE MOMENT 530 kip-ft 10 K 0.0 ft TORQUE 0 kip-it 9 t REACTIONS-128 mph WIND y z' r rn M 0 Paul J. Ford and Company 1b:100'Monopole,Mattituck,NY OF250 E. Broad St.Ste 600 Project:37521-1272.001.7805/BU 825717 Columbus,OH 43215 client:Crown Castle D"by:Joseph DeLucia App'd: PJFLogo Phone:614-221-6679 code:TIA-222-H Dale:10/08/21 scale:NITS FAX: Path: Dwg No. E-1 October 08, 2021 I 100 Ft Monopole Tower Structural Analysis CC/BU No 825717 Project Number 37521-1272.001.7805, Order 548933, Revision 1 Page 6 Tower Input Data The tower is a monopole. This tower is designed using the TIA-222-H standard. The following design criteria apply: • Tower is located in Suffolk County, New York. • Tower base elevation above sea level: 7.4600 ft. • Basic wind speed of 128 mph. • Risk Category II. • Exposure Category C. • Simplified Topographic Factor Procedure for wind speed-up calculations is used. • Topographic Category: 1. • Crest Height: 0.0000 ft. • Nominal ice thickness of 1.0000 in. • Ice thickness is considered to increase with height. • Ice density of 56.00 pcf. • A wind speed of 50 mph is used in combination with ice. • Temperature drop of 50 *F. • Deflections calculated using a wind speed of 60 mph. • TIA-222-H Annex S. • A non-linear(P-delta)analysis was used. • Pressures are calculated at each section. • Stress ratio used in pole design is 1. • Tower analysis based on target reliabilities in accordance with Annex S. • Load Modification Factors used: Kes(Fw)= 0.95, Kes(ti)= 0.85. • Maximum demand-capacity ratio is: 1.05. • Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. Options Consider Moments-Legs Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules Consider Moments-Horizontals Assume Legs Pinned Calculate Redundant Bracing Forces Consider Moments-Diagonals 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 q Use Code Stress Ratios Use Clear Spans For KUr All Leg Panels Have Same Allowable Use Code Safety Factors-Guys Retension Guys To Initial Tension Offset Girt At Foundation Escalate Ice 4 Bypass Mast Stability Checks 4 Consider Feed Line Torque Always Use Max Kz q Use Azimuth Dish Coefficients Include Angle Block Shear Check Use Special Wind Profile 4 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 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 4 Pole With Shroud Or No Appurtenances Outside and Inside Corner Radii Are Known Tapered Pole Section Geometry Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade ft Length Length of Diameter Diameter Thickness Radius ft ft Sides in in in in L1 100.0000- 20.0000 0.00 Round 6.0000 6.0000 0.5000 ASTM A513 80.0000 D.O.M. (75 ksi) L2 80.0000- 39.2500 4.25 18 26.6300 32.5160 0.2188 0.8752 A607-65 tnxTower Report-version 8.1.1.0 October 08, 2021 I 100 Ft Monopole Tower Structural Analysis CC/BU No 825717 Project Number 37521-1272.001.7805, Order 548933, Revision 1 Page 7 Section Elevation Section Splice ' Number Top Bottom Wall Bend Pole Grade ft Length Length of Diameter Diameter-Thickness Radius ft ft Sides in in in in 40.7500 (65 ksi) L3 40.7500- 45.0000 18 31.4411 38.1900 0.2500 1.0000 A607-65 0.0000 (65 ksi) Tapered Pole Properties Section Tip Dia. Area I r C I/C J lt/Q w w/t in in2 in° in in in3 in' in2 in L1 6.0000 8.6394 32.9376 1.9526 3.0000 10.9792 65.8753 4.3171 0.0000 0 6.0000 8.6394 32.9376 1.9526 3.0000 10.9792 65.8753 4.3171 0.0000 0 L2 27.0071 18.3418 1616.4270 9.3760 13.5280 119.4872 3234.9809 9.1727 4.3018 19.661 32.9839 22.4295 2955.8767 11.4655 16.5181 178.9474 5915.6427 11.2169 5.3377 24.395 L3 32.5348 24.7501 3042.1097 11.0728 15.9721 190.4645 6088.2222 12.3774 5.0936 20.375 38.7406 30.1054 5474.9021 13.4687 19.4005 282.2039 10957.008 15.0556 6.2814 25.126 3 Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle Elevation Area Thickness Ar Factor Stitch Bolt Stitch Bolt Stitch Bolt ft (per face) in Ar Spacing Spacing Spacing ft2 Diagonals Horizontals Redundants in in in L1 100.0000- 1 0 1 80.0000 L2 80.0000- 1 1 1 40.7500 L3 40.7500- 1 1 1 0.0000 Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Exclude Componen Placement Total CAAA Weight or Shield From t ft Number ft2/ft klf Leg Torque Type Calculation LDF6-50A(1-1/4) C No No Inside Pole 95.0000- 12 No Ice 0.0000 0.00 0.0000 1/2"Ice 0.0000 0.00 1"Ice 0.0000 0.00 LDF6-50A(1-1/4) C No No Inside Pole 85.0000- 12 No Ice 0.0000 0.00 0.0000 1/2"Ice 0.0000 0.00 1"Ice 0.0000 0.00 CU12PSM9P8XXX C No No Inside Pole 75.0000- 1 No Ice 0.0000 0.00 (1-3/8) 0.0000 1/2"Ice 0.0000 0.00 1"Ice 0.0000 0.00 Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR AF CAAA CAAA Weight Sectio Elevation ft2 In Face Out Face K n ft ft2 ft2 ft2 L1 100.0000- A 0.000 0.000 0.000 0.000 0.00 80.0000 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.14 L2 80.0000-40.7500 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 0.62 L3 40.7500-0.0000 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 0.65 tnxTower Report-version 8.1.1.0 October 08, 2021 r 1100 Ft Monopole Tower Structural Analysis CC/BU No 825717 Project Number 37521-1272.001.7805, Order 548933, Revision 1 Page 8 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice AR Ar CAAA CAAA Weight Sectio Elevation or Thickness ft2 In Face Out Face K n It Leg in ft2 ft2 ft2 _ L1 100.0000- A 0.940 0.000 0.000 0.000 0.000 0.00 80.0000 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.14 L2 80.0000-40.7500 A 0.902 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 0.62 L3 40.7500-0.0000 A 0.811 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 0.65 Feed Line Center of Pressure Section Elevation CPX CPZ CPX CPZ It in in Ice Ice in in L1 100.0000-80.0000 0.0000 0.0000 0.0000 0.0000 L2 80.0000-40.7500 0.0000 0.0000 0.0000 0.0000 L3 40.7500-0.0000 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 CAAA CAAA Weight or Type Horz Adjustmen it Front Side K Leg Lateral t ft2 ft2 Vert ° ft ft it 932QLG65R2EB w/Mount A From Leg 0.5000 0.00 95.0000 No Ice 0.0000 0.0000 0.07 Pipe 0.00 .1/2" 0.0000 0.0000 0.13 2.00 Ice 0.0000 0.0000 0.20 1"Ice 932QLG65R2EB w/Mount B From Leg 0.5000 0.00 95.0000 No Ice 0.0000 0.0000 0.07 Pipe 0.00 1/2" 0.0000 0.0000 0.13 2.00 Ice 0.0000 0.0000 0.20 1"Ice 932QLG65R2EB w/Mount C From Leg 0.5000 0.00 95.0000 No Ice 0.0000 0.0000 0.07 Pipe 0.00 1/2" 0.0000 0.0000 0.13 2.00 Ice 0.0000 0.0000 0.20 1"Ice (2)G20045A1 A From Leg 0.5000 0.00 95.0000 No Ice 0.0000 0.0000 0.01 0.00 1/2" 0.0000 0.0000 0.02 2.00 Ice 0.0000 0.0000 0.03 1"Ice 1 (2)G20045AI B From Leg 0.5000 0.00 95.0000 No Ice 0.0000 0.0000 0.01 0.00 1/2" 0.0000 0.0000 0.02 2.00 Ice 0.0000 0.0000 0.03 1"Ice (2)G20045A1 C From Leg 0.5000 0.00 95.0000 No Ice 0.0000 0.0000 0.01 0.00 1/2" 0.0000 0.0000 0.02 2.00 Ice 0.0000 0.0000 0.03 1"Ice DBXNH-6565E-A2M w/ A From Leg 0.5000 0.00 85.0000 No Ice 0.0000 0.0000 0.07 Mount Pipe 0.00 1/2" 0.0000 0.0000 0.14 5.00 Ice 0.0000 0.0000 0.21 1"Ice DBXNH-6565B-A2M w/ B From Leg 0.5000 0.00 85.0000 No Ice 0.0000 0.0000 0.07 Mount Pipe 0.00 1/2" 0.0000 0.0000 0.14 5.00 Ice 0.0000 0.0000 0.21 1"Ice DBXNH-6565B-A2M w/ C From Leg 0.5000 0.00 85.0000 No Ice 0.0000 0.0000 0.07 tnxTower Report-version 8.1.1.0 October 08, 2021 100 Ft Monopole Tower Structural Analysis CC/BU No 825717 Project Number 37521-1272.001.7805, Order 548933, Revision 1 Page 9 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen ft Front Side K Leg Lateral t ft2 ft Veil ° ft ft ft Mount Pipe 0.00 1/2" 0.0000 0.0000 0.14 5.00 Ice 0.0000 0.0000 0.21 1"Ice G20045A1 A From Leg 0.5000 0.00 85.0000 No Ice 0.0000 0.0000 0.01 0.00 1/2" 0.0000 0.0000 0.02 5.00 Ice 0.0000 0.0000 0.03 1"Ice G20045A1 B From Leg 0.5000 0.00 85.0000 No Ice 0.0000 0.0000 0.01 0.00 1/2" 0.0000 0.0000 0.02 5.00 Ice 0.0000 0.0000 0.03 1"Ice G20045A1 C From Leg 0.5000 0.00 85.0000 No Ice 0.0000 0.0000 0.01 0.00 1/2" 0.0000 0.0000 0.02 5.00 Ice 0.0000 0.0000 0.03 1"Ice TA08025-13604 A From Leg 1.0000 0.00 75.0000 No Ice 1.9635 0.9811 0.06 0.00 1/2" 2.1378 1.1117 0.08 0.00 Ice 2.3195 1.2496 0.10 1"Ice TA08025-B605 A From Leg 1.0000 0.00 75.0000 No Ice 1.9635 1.1295 0.08 0.00 1/2" 2.1378 1.2666 0.09 0.00 Ice 2.3195 1.4112 0.11 1"Ice TA08025-13604 B From Leg 1.0000 0.00 75.0000 No Ice 1.9635 0.9811 0.06 0.00 1/2" 2.1378 1.1117 0.08 0.00 Ice 2.3195 1.2496 0.10 1"Ice TA08025-6605 B From Leg 1.0000 0.00 75.0000 No Ice 1.9635 1.1295 0.08 0.00 1/2" 2.1378 1.2666 0.09 0.00 Ice 2.3195 1.4112 0.11 1"Ice TA08025-13605 C From Leg 1.0000 0.00 75.0000 No Ice 1.9635 1.1295 0.08 0.00 1/2" 2.1378 1.2666 0.09 0.00 Ice 2.3195 1.4112 0.11 1"Ice TA08025-13604 C From Leg 1.0000 0.00 75.0000 No Ice 1.9635 0.9811 0.06 0.00 1/2" 2.1378 1.1117 0.08 0.00 Ice 2.3195 1.2496 0.10 1"Ice MX08FRO665-21 w/ A From Leg 1.0000 0.00 75.0000 No Ice 8.0100 4.2300 0.11 Mount Pipe 0.00 1/2" 8.5200 4.6900 0.19 0.00 Ice 9.0400 5.1600 0.29 1"Ice MX08FRO665-21 w/ B From Leg 1.0000 0.00 75.0000 No Ice 8.0100 4.2300 0.11 Mount Pipe 0.00 1/2" 8.5200 4.6900 0.19 0.00 Ice 9.0400 5.1600 0.29 1"Ice MX08FRO665-21 w/ C From Leg 1.0000 0.00 75.0000 No Ice 8.0100 4.2300 0.11 Mount Pipe 0.00 1/2" 8.5200 4.6900 0.19 0.00 Ice 9.0400 5.1600 0.29 1"Ice RDIDC-9181-PF48 A From Leg 1.0000 0.00 75.0000 No Ice 2.0119 1.1682 0.02 0.00 1/2" 2.1886 1.3109 0.04 0.00 Ice 2.3727 1.4611 0.06 1"Ice (2)Pipe Mount[PM 601-3] C None 0.00 75.0000 No Ice 3.1700 3.1700 0.20 1/2" 3.7900 3.7900 0.23 Ice 4.4200 4.4200 0.28 1"Ice tnxTower Report-version 8.1.1.0 October 08, 2021 ` 100 Ft Monopole Tower Structural Analysis CC/BU No 825717 Project Number 37521-1272.001.7805, Order 548933, Revision 1 Page 10 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen ft Front Side K Leg Lateral t ft2 ft Vert ° ft ft ft Canister Loadl C None 0.00 100.0000 No Ice 4.8047 4.8047 0.07 1/2" 12.2031 12.2031 0.15 Ice 12.6615 12.6615 0.23 T'Ice Canister Load2 C None 0.00 90.0000 No Ice 9.7969 9.7969 0.22 1/2" 24.8646 24.8646 0.38 Ice 25.7813 25.7813 0.55 11 1"Ice Canister Load3 C None 0.00 80.0000 No Ice 4.9922 4.9922 0.50 1/2" 12.6615 12.6615 0.59 Ice 13.1198 13.1198 0.67 1"Ice Tower Pressures - No Ice GH= 1.100 Section z Kz q: AG F' AF AR Al, Leg CAAA CAAA Elevation ft psf ft2 a ft2 ft2 ft2 % In Out ft c Face Face e ft2 ft2 L1100.0000- 90.0000 1.238 49.31 10.000 A 0.000 0.000 0.000 0.00 0.000 0.000 80.0000 0 B 0.000 0.000 0.00 0.000 0.000 C 0.000 0.000 0.00 0.000 0.000 L2 80.0000- 60.0620 1.137 45.13 98.110 A 0.000 98.110 98.110 100.00 0.000 0.000 40.7500 0 B 0.000 98.110 100.00 0.000 0.000 C 0.000 98.110 100.00 0.000 0.000 i L3 40.7500- 20.5339 0.907 36.43 121.02 ,A 0.000 121.020 121.020 100.00 0.000 0.000 0.0000 3 0 B 0.000 121.020 100.00 0.000 0.000 C 0.000 121.020 100.00 0.000 0.000 Tower Pressure - With Ice GH=1.100 Section z Kz q. tz AG F AF AR Aleg Leg CAAA CAAA Elevation ft psf in ft2 a ft2 ft2 ft2 % In Out ft c Face Face e ft2 ft2 1-1100.0000- 90.0000 1.238 7.524 0.9397 '13.132 A 0.000 0.000 0.000 0.00 0.000 0.000 80.0000 B 0.000 0.000 0.00 0.000 0.000 C 0.000 0.000 0.00 0.000 0.000 L2 80.0000- 60.0620 1.137 6.886 0.9025 104.014 A 0.000 104.014 104.014 100.00 r 0.000 0.000 40.7500 B 0.000 104.014 100.00 0.000 0.000 C 0.000 104.014 100.00 0.000 0.000 L3 40.7500- 20.5339 0.907 5.559 0.8106 127.149 A 0.000 127.149 127.149 100.00 0.000 0.000 0.0000 B 0.000 127.149 100.00 0.000 0.000 C 0.0001 127.1491 100.00 0.000 0.000 Tower'Pressure - Service GH= 1.100 J Section z Kz q: AG F AF AR A,ey Leg CAAA CAAA Elevation ft psf ft2 a ft2 ft2 ft2 % In Out ft c Face Face e ft2 ft2 L1100.0000- 90.0000 1.238 9.694 10.000 A 0.000 0.000 0.000 0.00 0.000 0.000 80.0000 B 0.000 0.000 0.00 0.000 0.000 C 0.000 0.000 0.00 0.000 0.000 L2 80.0000- 60.0620 1.137 8.873 98.110 A 0.000 98.110 98.110 100.00 _ 0.000 0.000 tnxTower Report-version 8.1.1.0 i October 08, 2021 ' 100 Ft Monopole Tower Structural Analysis CC/BU No 825717 Project Number 37521-1272.001.7805, Order 548933, Revision 1 Page 11 Section z Kz q= AG F AF AR Ales Leg CAAA CAAA Elevation ft psf ft2 a ft2 ft2 ft2 In Out ft c Face Face e ft2 ft 40.7500 B 0.000 98.110 100.00 0.000 0.000 C 0.000 98.110 100.00 0.000 0.000 L3'40.7500- 20.5339 0.907 7.163 121.02 A 0.000 121.020 121.020 100.00 0.000 0.000 0.0000 0 B 0.000 121.020 100.00 0.000 0.000 C 0.000 121.020 100.00 0.000 0.000 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 1.9 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 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 tnxTower Report-version 8.1.1.0 October 08, 2021 ' 100 Ft Monopole Tower Structural Analysis CC/BU No 825717 Project Number 37521-1272.001.7805, Order 548933, Revision 1 Page 12 Maximum Member Forces Sectio Elevation Component Condition Gov. Axial Major Axis Minor Axis n it Type Load K Moment Moment No. Comb. kip-ft kip-ft L1 100-80 Pole Max Tension 27 0.00 0.00 -0.00 Max.Compression 26 -3.35 0.00 0.00 Max.Mx 20 -1.80 11.19 0.00 Max.My 2 -1.80 0.00 11.19 Max.Vy 8 0.84 -7.83 0.00 Max.Vx 2 -0.84 0.00 7.83 Max.Torque 8 -0.00 L2 80-40.75 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -11.13 0.00 0.13 Max.Mx 8 -7.26 -161.10 0.05 Max.My 2 -7.26 0.00 162.50 Max.Vy 8 6.16 -161.10 0.05 Max.Vx 2 -6.21 0.00 162.50 Max.Torque 9 0.13 L3 40.75-0 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -19.19 0.00 0.13 Max.Mx 20 -13.65 526.79 0.05 Max.My 2 -13.65 0.00 530.21 Max.Vy 20 -9.99 526.79 0.05 Max.Vx 2 -10.03 0.00 530.21 Max.Torque 9 0.13 Maximum Reactions Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load K K K Comb. Pole Max.Vert 26 19.19 0.00 0.00 Max.Hx 21 10.24 9.98 0.00 Max.H� 3 10.24 0.00 10.02 Max.Mx 2 530.21 0.00 10.02 Max.M� 8 526.79 -9.98 0.00 Max.Torsion 9 0.13 -9.98 0.00 Min.Vert 3 10.24 0.00 10.02 Min.Hx 9 10.24 -9.98 0.00 Min.H� 15 10.24 0.00 -10.02 Min.Mx 14 -530.10 0.00 -10.02 Min.M� 20 -526.79 9.98 0.00 Min.Torsion 21 -0.13 9.98 0.00 Tower Mast Reaction Summary Load Vertical Shear, Shear, Overturning Overturning Torque Combination K K K Moment,M. Moment,M. kip-ft kip-ft kip-ft Dead Only 11.38 0.00 0.00 -0.04 0.00 0.00 1.2 Dead+1.0 Wind 0 deg- 13.65 0.00 -10.02 -530.21 0.00 0.00 No Ice 0.9 Dead+1.0 Wind 0 deg- 10.24 0.00 -10.02 -528.08 0.00 0.00 No Ice 1.2 Dead+1.0 Wind 30 deg- 13.65 4.99 -8.68 459.18 -263.40 -0.07 No Ice 0.9 Dead+1.0 Wind 30 deg- 10.24 4.99 -8.68 -457.34 -262.35 -0.07 No Ice 1.2 Dead+1.0 Wind 60 deg- 13.65 8.64 -5.01 -265.13 -456.22 -0.11 No Ice 0.9 Dead+1.0 Wind 60 deg- 10.24 8.64 -5.01 -264.06 -454.40 -0.11 No Ice 1.2 Dead+1.0 Wind 90 deg- 13.65 9.98 -0.00 -0.05 -526.79 -0.13 No Ice 0.9 Dead+1.0 Wind 90 deg- 10.24 9.98 -0.00 -0.04 -524.70 -0.13 tnxTower Report-version 8.1.1.0 October 08, 2021 100 Ft Monopole Tower Structural Analysis CC/BU No 825717 Project Number 37521-1272.001.7805, Order 548933, Revision 1 Page 13 Load Vertical Shearx Shear, Overturning Overturning Torque Combination K K K Moment,MX Moment,M. kip-ft kip-ft kip-ft No Ice 1.2 Dead+1.0 Wind 120 deg 13.65 8.64 5.01 1 265.02 -456.22 -0.11 -No Ice 0.9 Dead+1.0 Wind 120 deg 10.24 8.64 5.01 263.98 -454.40 -0.11 -No Ice 1.2 Dead+1.0 Wind 150 deg 13.65 4.99 8.68 459.07 -263.40 -0.07 -No Ice 0.9 Dead+1.0 Wind 150 deg 10.24 4.99 8.68 457.26 -262.35 -0.07 -No Ice 1.2 Dead+1.0 Wind 180 deg 13.65 0.00 10.02 530.10 0.00 0.00 -No Ice 0.9 Dead+1.0 Wind 180 deg 10.24 0.00 10.02 528.00 0.00 0.00 -No Ice 1.2 Dead+1.0 Wind 210 deg 13.65 -4.99 8.68 459.07 263.40 0.07 -No Ice 0.9 Dead+1.0 Wind 210 deg 10.24 -4.99 8.68 457.26 262.35 0.07 -No Ice 1.2 Dead+1.0 Wind 240 deg 13.65 -8.64 5.01 265.02 456.22 0.11 -No Ice 0.9 Dead+1.0 Wind 240 deg 10.24 -8.64 5.01 263.98 454.40 0.11 -No Ice 1.2 Dead+1.0 Wind 270 deg 13.65 -9.98 -0.00 -0.05 526.79 0.13 -No Ice 0.9 Dead+1.0 Wind-270 deg 10.24 -9.98 -0.00 -0.04 524.70 0.13 -No Ice 1.2 Dead+1.0 Wind 300 deg 13.65 -8.64 -5.01 -265.13 456.22 0.11 -No Ice 0.9 Dead+1.0 Wind 300 deg 10.24 -8.64 -5.01 -264.06 454.40 0.11 -No Ice 1.2 Dead+1.0 Wind 330 deg 13.65 -4.99 -8.68 -459.18 263.40 0.07 -No Ice 0.9 Dead+1.0 Wind 330 deg 10.24 -4.99 -8.68 -457.34 262.35 0.07 -No Ice 1.2 Dead+1.0 Ice+1.0 Temp 19.19 0.00 -0.00 -0.13 0.00 0.00 1.2 Dead+1.0 Wind 0 19.19 0.00 -2.64 -143.34 0.00 0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 30 19.19 1.32 -2.29 -124.15 -71.32 -0.01 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 60 19.19 2.28 -1.32 -71.74 -123.53 -0.02 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 90 19.19 2.63 0.00 -0.14 -142.64 -0.02 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 120 19.19 2.28 1.32 71.46 -123.53 -0.02 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 150 19.19 1.32 2.29 123.88 -71.32 -0.01 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 19.19 0.00 2.64 143.06 0.00 0.00 deg+1.0 Ice+1.0 Temp " 1.2 Dead+1.0 Wind 210 19.19 -1.32 2.29 123.88 71.32 0.01 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 240 19.19 -2.28 1.32 71.46 123.53 0.02 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 270 19.19 -2.63 0.00 -0.14 142.64 0.02 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 300 19.19 -2.28 -1.32 -71.74 123.53 0.02 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 330 19.19 -1.32 -2.29 -124.15 71.32 0.01 deg+1.0 Ice+1.0 Temp Dead+Wind 0 deg-Service 11.38 0.00 -1.97 -103.96 0.00 0.00 Dead+Wind 30 deg-Service 11.38 0.98 -1.71 -90.04 -51.63 -0.01 Dead+Wind 60 deg-Service 11.38 1.70 -0.99 -52.00 -89.43 -0.02 Dead+Wind 90 deg-Service 11.38 1.96 0.00 -0.04 -103.26 -0.03 Dead+Wind 120 deg- 11.38 1.70 0.99 51.92 -89.43 -0.02 Service Dead+Wind 150 deg- 11.38 0.98 1.71 89.95 -51.63 -0.01 Service Dead+Wind 180 deg- 11.38 0.00 1.97 103.88 0.00 0.00 Service i Dead+Wind 210 deg- 11.38 -0.98 1.71 89.95 51.63 0.01 tnxTower Report-version 8.1.1.0 October 08, 2021 i 100 Ft Monopole Tower Structural Analysis CCI BU No 825717 Project Number 37521-1272.001,7805, Order 548933, Revision 1 Page 14 Load Vertical Shear, Shear, Overturning Overturning Torque Combination K K K Moment,MX Moment,M= kip-ft kip-ft kip-ft Service Dead+Wind 240 deg- 11.38 -1.70 0.99 51.92 89.43 0.02 Service Dead+Wind 270 deg- 11.38 -1.96 0.00 -0.04 103.26 0.03 Service Dead+Wind 300 deg- 11.38 -1.70 -0.99 -52.00 89.43 0.02 Service Dead+Wind 330 deg- 11.38 -0.98 -1.71 -90.04 51.63 0.01 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 -11.38 0.00 0.00 11.38 0.00 0.000% 2 0.00 -13.65 -10.03 0.00 13.65 10.02 0.004% 3 0.00 -10.24 -10.03 0.00 10.24 10.02 0.004% 4 4.99 -13.65 -8.68 -4.99 13.65 8.68 0.004% 5 4.99 -10.24 -8.68 -4.99 10.24 8.68 0.004% 6 8.64 -13.65 -5.01 -8.64 13.65 5.01 0.004% 7 8.64 -10.24 -5.01 -8.64 10.24 5.01 0.004% 8 9.98 -13.65 0.00 -9.98 13.65 0.00 0.004% 9 9.98 -10.24 0.00 -9.98 10.24 0.00 0.004% 10 8.64 -13.65 5.01 -8.64 13.65 -5.01 0.004% 11 8.64 -10.24 5.01 -8.64 10.24 -5.01 0.004% 12 4.99 -13.65 8.68 -4.99 13.65 -8.68 0.004% 13 4.99 -10.24 8.68 -4.99 10.24 -8.68 0.004% 14 0.00 -13.65 10.03 0.00 13.65 -10.02 0.004% 15 0.00 -10.24 10.03 0.00 10.24 -10.02 0.004% 16 -4.99 -13.65 8.68 4.99 13.65 -8.68 0.004% 17 -4.99 -10.24 8.68 4.99 10.24 -8.68 0.004% 18 -8.64 -13.65 5.01 8.64 13.65 -5.01 0.004% 19 -8.64 -10.24 5.01 8.64 10.24 -5.01 0.004% 20 -9.98 -13.65 0.00 9.98 13.65 0.00 0.004% 21 -9.98 -10.24 0.00 9.98 10.24 0.00 0.004% 22 -8.64 -13.65 -5.01 8.64 13.65 5.01 0.004% 23 -8.64 -10.24 -5.01 8.64 10.24 5.01 0.004% 24 -4.99 -13.65 -8.68 4.99 13.65 8.68 0.004% 25 -4.99 -10.24 -8.68 4.99 10.24 8.68 0.004% 26 0.00 -19.19 0.00 0.00 19.19 0.00 0.000% 27 0.00 -19.19 -2.64 0.00 19.19 2.64 0.004% 28 1.32 -19.19 -2.29 -1.32 19.19 2.29 0.004% 29 2.28 -19.19 -1.32 -2.28 19.19 1.32 0.004% 30 2.63 -19.19 0.00 -2.63 19.19 -0.00 0.004% 31 2.28 -19.19 1.32 -2.28 19.19 -1.32 0.004% 32 1.32 -19.19 2.29 -1.32 19.19 -2.29 0.004% 33 0.00 -19.19 2.64 0.00 19.19 -2.64 0.004% 34 -1.32 -19.19 2.29 1.32 19.19 -2.29 0.004% 35 -2.28 -19.19 1.32 2.28 19.19 -1.32 0.004% 36 -2.63 -19.19 0.00 2.63 19.19 -0.00 0.004% 37 -2.28 -19.19 -1.32 2.28 19.19 1.32 0.004% 38 -1.32 -19.19 -2.29 1.32 19.19 2.29 0.004% 39 0.00 -11.38 -1.97 0.00 11.38 1.97 0.005% 40 0.98 -11.38 -1.71 -0.98 11.38 1.71 0.005% 41 1.70 -11.38 -0.99 -1.70 11.38 0.99 0.005% 42 1.96 -11.38 0.00 -1.96 11.38 -0.00 0.005% 43 1.70 -11.38 0.99 -1.70 11.38 -0.99 0.005% 44 0.98 -11.38 1.71 -0.98 11.38 -1.71 0.005% 45 0.00 -11.38 1.97 0.00 11.38 -1.97 0.005% 46 -0.98 -11.38 1.71 0.98 11.38 -1.71 0.005% 47 -1.70 -11.38 0.99 1.70 11.38 -0.99 0.005% 48 -1.96 -11.38 0.00 1.96 11.38 -0.00 0.005% 49 -1.70 -11.38 -0.99 1.70 11.38 0.99 0.005% 50 -0.98 -11.38 -1.71 0.98 11.38 1.71 0.005% tnxTower Report-version 8.1.1.0 October 08, 2021 100 Ft Monopole Tower Structural Analysis CC/BU No 825717 Project Number 37521-1272.001.7805, Order 548933, Revision 1 Page 15 i Non-Linear Convergence Results Load Converged? Number Displacement Force Combination of Cycles Tolerance Tolerance 1 Yes 6 0.00000001 0.00000001 2 Yes 13 0.00000001 0.00008267 3 Yes 13 0.00000001 0.00007146 4 Yes 13 0.00000001 0.00006874 5 Yes 13 0.00000001 0.00005901 6 Yes 13 0.00000001 0.00007329 7 Yes 13 0.00000001 0.00006296 8 Yes 13 0.00000001 0.00008253 9 Yes 13 0.00000001 0.00007140 10 Yes 13 0.00000001 0.00006692 11 Yes 13 0.00000001 0.00005747 12 Yes 13 0.00000001 0.00007242 13 Yes 13 0.00000001 0.00006220 14 Yes 13 0.00000001 0.00008264 15 Yes 13 0.00000001 0.00007144 16 Yes 13 0.00000001 0.00007242 17 Yes 13 0.00000001 0.00006220 18 Yes 13 0.00000001 0.00006692 19 Yes 13 0.00000001 0.00005747 20 Yes 13 0.00000001 0.00008253 21 Yes 13 0.00000001 0.00007140 22 Yes 13 0.00000001 0.00007329 23 Yes 13 0.00000001 0.00006296 24 Yes 13 0.00000001 0.00006874 25 Yes 13 0.00000001 0.00005901 26 Yes 6 0.00000001 0.00000001 27 Yes 12 0.00000001 0.00006385 28 Yes 12 0.00000001 0.00006715 29 Yes 12 0.00000001 0.00006705 30 Yes 12 0.00000001 0.00006349' 31 Yes 12 0.00000001 0.00006684 32 Yes 12 0.00000001 0.00006697 33 Yes 12 0.00000001 0.00006362 34 Yes 12 0.00000001 0.00006697 35 Yes 12 0.00000001 0.00006684 36 Yes 12 0.00000001 0.00006349 37 Yes 12 0.00000001 0.00006705 38 Yes 12 0.00000001 0.00006715 39 Yes 11 0.00000001 0.00008359 40 Yes 11 0.00000001 0.00008200 41 Yes 11 0.00000001 0.00008172 42 Yes 11 0.00000001 0.00008297 43 Yes 11 0.00000001 0.00008163 44 Yes 11 0.00000001 0.00008190 45 Yes 11 0.00000001 0.00008345 46 Yes 11 0.00000001 0.00008190 47 Yes 11 0.00000001 0.00008163 48 Yes 11 0.00000001 0.00008297 49 Yes 11 0.00000001 0.00008172 50 Yes 11 0.00000001 0.00008200 Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Tilt Twist No. ft Deflection Load ° in Comb. L1 100-80 4.14 39 0.39 0.00 L2 80-40.75 2.67 39 0.25 0.00 L3 45-0 1.00 39 0.19 0.00 tnxTower Report-version 8.1.1.0 October 08, 2021 ' 100 Ft Monopole Tower Structural Analysis CC/BU No 825717 Project Number 37521-1272.001.7805, Order 548933, Revision 1 Page 16 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of ft Load in Curvature Comb. ft 100.0000 Canister Loadl 39 4.14 0.39 0.00 40241 95.0000 932QLG65R2EB w/Mount Pipe 39 3.75 0.35 0.00 40241 90.0000 Canister Load2 39 3.37 0.31 0.00 20121 85.0000 DBXNH-6565E-A2M w/Mount 39 3.01 0.28 0.00 13414 Pipe 80.0000 Canister Load3 39 2.67 0.25 0.00 10608 75.0000 TA08025-6604 39 2.35 0.23 0.00 10699 Maximum Tower Deflections - Design Wind, Section Elevation Harz. Gov. Tilt Twist No. ft Deflection Load ° in Comb. L1 100-80 21.12 2 2.00 0.00 L2 80-40.75 13.60 2 1.27 0.00 L3 45-0 5.09 2 0.96 0.00 Critical Deflections and Radius§ of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of It Load in Curvature Comb. ft 100.0000 Canister Load 2 21.12 2.00 0.00 7854 95.0000 932QLG65R2EB w/Mount Pipe 2 19.14 1.79 0.00 7854 90.0000 Canister Load2 2 17.20 1.59 0.00 3927 85.0000 DBXNH-6565B-A2M w/Mount 2 15.34 1.41 0.00 2617 Pipe 80.0000 Canister Load3 2 13.60 1.27 0.00 2070 75.0000 TA08025-B604 2 12.00 1.17 0.00 2089 Compression Checks Pole Design Data Section Elevation Size L Lu KI/r A P �Pn. Ratio No. ft ft ft in2 K K P. Wn L1 100-80(1) TP6x6x0.5 20.000 0.0000 0.0 8.6394 -1.80 583.16 0.003 0 L2 80-40.75(2) TP32.516x26.63x0.2188 39.250 0.0000 0.0 21.986, -7.26 1286.23 0.006 0 9 L3 40.75-0(3) TP38.19x31.4411x0.25 45.000 0.0000 0.0 30.105 -13.65 1761.17 0.008 0 4 Pole Bending Design Data Section Elevation Size M x W. Ratio M y rpMny Ratio No. ft kip-ft kip-ft AM x kip-ft kip-ft AM y WMnx Y Mny L1 100-80(1) TP6x6x0.5 11.19 85.31 0.131 0.00 85.31 0.000 L2 80-40.75(2) TP32.516x26.630.2188 162.50 931.98 0.174 0.00 931.98 0.000 L3 40.75-0(3) TP38.19x31.4411x0.25 530.21 1498.78 0.354 0.00 1498.78 0.000 tnxTower Report-version 8.1.1.0 October 08, 2021 ' 100 Ft Monopole Tower Structural Analysis CC/BU No 825717 Project Number 37521-1272.001.7805, Order 548933, Revision 1 Page 17 Pole Shear Design Data . Section Elevation Size Actual V Ratio Actual OT Ratio No. ft V. K Vu T. kip-ft T K 0V� kip-ft �Tn L1 100-80(1) TP6x6x0.5 0.84 174.95 0.005 0.00 84.60 0.000 L2 80-40.75(2) TP32.516x26.63x0.2188 6.21 385.87 0.016 0.00 1069.87 0.000 L3 40.75-0(3) TP38.19x31.4411x0.25 10.03 528.35 0.019 0.00 1755.49 0.000 I Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. ft Pu M X M y V. Ta Stress Stress �P �M X �M y oV �T Ratio Ratio L1 100-80(1) 0.003 0.131 0.000 0.005 0.000 0.134 1.050 4.8.2 L2 80-40.75(2) 0.006 0.174 0.000 0.016 0.000 0.180 1.050 4.8.2 L3 40.75-0(3) 0.008 0.354 0.000 0.019 0.000 0.362 1.050 4.8.2 Section Capacity Table Section Elevation Component Size Critical P Opal.. % Pass No. ft Type Element K K Capacity Fail Li 100-80 Pole TP6x6x0.5 1 -1.80 612.32 12.8 Pass L2 .80-40.75 Pole TP32.516x26.630.2188 2 -7.26 1350.54 17.2 Pass L3 40.75-0 Pole TP38.19x31.44110.25 3 -13.65 1849.23 34.5 Pass Summary Pole(1-3) 34.5 Pass RATING= 34.5 Pass i tnxTower Report-version 8.1.1.0 October 08, 2021 100 Ft Monopole Tower Structural Analysis CC/BU No 825717 Project Number 37521-1272.001.7805, Order 548933, Revision 1 Page 18 APPENDIX B BASE LEVEL DRAWING tnxTower Report-version 8.1.1.0 October 08, 2021 100 Ft Monopole Tower Structural Analysis CCI BU No 825717 Project Number 37521-1272.001.7805, Order 548933, Revision 1 Page 19 (PROPOSED EQUIPMENT CONFIGURATION) 1 1 (1) 1-3/8"TO 75 FT LEVEL QA Dti ::+ (OTHER CONSIDERED EQUIPMENT) (12) 1-1/4" TO 85 FT LEVEL (12) 1-1/4' TO 95 FT LEVEL . BUSINESS UNITt825717 TOWER ID;C_BASELEVEL I n tnxTower Report-version 8.1.1.0 October 08, 2021 100 Ft Monopole Tower Structural Analysis CC/BU No 825717 Project Number 37521-1272.001.7805, Order 548933, Revision 1 Page 20 APPENDIX C ADDITIONAL CALCULATIONS tnxTower Report-version 8.1.1.0 J Monopole Base Plate Connection . CROWN OC CASTLE BU# 825717 ------ Site Name MATTITUCK Order# 548933 Rev.1 Analysis Considerations TIA-222 Revision H Grout Considered: No I.,(in) 2.375 Moment(kip-ft) 530.21 Axial Force(kips) 13.65 Shear Force(kips) 10.03 *TIA-222-H Section 15.5 Applied corinectloh 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 44"BC Pu_c=147.86 q)Pn_c=268.39 Stress Rating Vu=2.51 4)Vn=120.77 55.4% Base Plate Data Mu=3.87 (pMn=128.14 Pass 43"OD x 1.75"Plate(A572-55;Fy=55 ksi,Fu=70 ksi) Base Plate Summary Stiffener Data Max Stress(ksi): 25.67 (Flexural) N/A Allowable Stress(ksi): 49.5 Stress Rating: 49.4% Pass Pole Data 38.19"x 0.25"18-sided pole(A607-65;Fy=65 ksi,Fu=80 ksi) 1 CClplate-Version 4.1.2 Analysis Date:10/8/2021 Drilled Pier Foundation BU#: 825717 CASTLE Site Name: MATTITUCK ��" Order Number: 548933 Rev.1 TIA-222 Revison: H Check Limitation Tower Type: Monopole Apply TIA-222-H Section 15.5: N/A -- Additional Longitudinal Rebar Applied Loads Soil Lateral Check Compression uplift I Input Effective Depths(else Actual) Comp. Uplift D,,,o(ft from TOC) 5.74 Shear Design Options Moment(kip-ft) 530.211 Soil Safety Factor 2.97 Check Shear alon Depth of Pier: Axial Force ki s 13.65 Max Moment,(kip-ft) 583.18 Utilize Shear-Friction Methodology: Shear Force (kips 10.021 Rating*1 42.6% Override Critical Depth: Soil Vertical Check Compression uplift Go to Soil Calculations Material Properties MAW W Skin Friction(kips) 108.85 Override Concrete Stren th,fc: 3 ksi ksi End Bearing(kips) 84.82 Rebar Strength,Fy:I 60 ksi I i Weight of Concrete(kips) 67.89 Tie Yield Strength,F t:I 40 ksi I Total Capacity(kips) 193.68 Axial(kips) 81.54 Pier Design Data pt .o s Rating* 40.1% De th 17 ft Reinforced Concrete Flexure Compression Uplift Ext.Above Grade 0.5 ft Embe�aedPn7e° Critical Depth(ft from TOC) 5.73 Pier Section 1 aeneaPkran=ts Critical Moment(kip-ft) 583.18 From 0.5'above grade to 17'below grade Critical Moment Capacity 3306.75 - Pier Diameter 6 ft Rating* 16.8% Rebar Quantity 16 Reinforced Concrete Shear Compression Uplift Rebar Size 11 Critical Depth(ft from TOC) 12.50 Clear Cover to Ties 4 in Critical Shear(kip) 101.10 Tie Size 5 Critical Shear Capacityl 443.71 Tie Spacing 18 in Rating*1 21.7% Structural Foundation Rating* 21.7% ,Soil Interaction Rating*1 42.6% `Rating per TIA-222-H Section 15.5 Groundwater Depth 7 #of Layers 3 Calculated Calculated Ultimate Skin Ult.Gross Angle of Ultimate Skin Top Thickness Yseii Yconcrete Cohesion . Ultimate Skin Ultimate Skin Friction Comp Bearing SPT Blow Layer Bottom(ft) Friction Friction Uplift Soil Type (ft) (ft) (pcf) (pcf) (ksf) (degrees) Friction Comp .Friction Uplift Overrid Override(ksf)Override Override Count (ksf) (ksf) (ksf) _ (ksf) 1 0 4.167 4.167 110 150 0 0 0.000 0.000 Cohesionless 2 4.167 7 2.833 110 150 30 0.000 0.000 0:60 0.60 Cohesionless 31 71 171 101 47.61 87.61 1 301 0.0001 0.0001 0.601 0.60 41 1 Cohesionless Version 5.0.3 i CCI Flagpole Tool CROWN Site Data CASTLE BU#: 825717 cc i Site Name: MATTITUCK J Order#:1548933 Rev.1 Code Code TIA-222-HI Ice Thickness:I 11 in SPINE Windspeed(V):I 128omph Ice Wind Speed(V): 501 mph I STIFFENER Exposure Category:) C1 VYPI FLANGE BOLT HOLES (TYP) Topographic Feature: N/A + Risk Category: �� I A/ Tower Information FLANGE PLATE Total Tower Height: 100ft Base Tower Height: —_— ft FLANGE'PLATE Total Canister Length: 20 ft OWE 4:SOLIDITY RATIO 0.85) Number of Canister Assembly Sections: 2 Mating Mating Canister Canister Flange Flange Plate Canister Canister Section Number of Sides P 88 Solidity Vent Assembly Assembly Plate Plate Weight Weight Number*: Canister Section Ratio�� Length(ft): Length(ft): Diameter(in): Thickness Diameter (Kip): (Kip) **. i 1 10 25.625 Round 4 1 0.50 25.625 1 0.55 0.080 1 0.134 0-0 2 10 1 26.625 Round 4 2.50 26.625 0.55 0.434 0.139 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 I Geometry:Base Tower +Spine 37521-1272.001.7805 w Concealment.eri (last saved 10/08 9:48 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 ASTM A513 100 20 0' 0 6 6 0.5 n/a D.O.M. [x] 80 39.25 4.25 18 1 26.63 1 32.516 1 0.2188 1 0.8752 1 A607-65 [X] .45 45 0 18 31.441062 38.19 0.25 1 A607-65 [X] Discrete Loads:CFAF for Canister Assembly Page 1 of 2. CCIFlagpole Tool(2.2.2) Canister Apply CFAF at r F r F C Canister Assembly Canister Loading Elevation(z) z z F F Z F F z FA F z Assembly Weight (ft) No Ice(ft ) 1/2"Ice(ft) 1"Ice(ft) 2"Ice(ft ) 4"Ice(ft ) Weight No 1/2"Ice Ice(Kip) (Kip) Canister Load 1 100 4.805 12.203 12.661 13.578 15.411 0.067 0.147 Canister Load 2 90 9.797 24.865 25.781 27.615 31.281 0.217 0.380 Canister Load 3 80 4.992 12.661 13.120 14.036 15.870 0.504 0.587 Deflection Check Required: Yes Import Deflectlon Results 3%Spine Deflection Check Allowable(3%)Horizontal Spine Actual Sufficient/Insufficient Deflection(inches) Deflection 7.200 1.632 Sufficient ***Relative deflection under service level wind speed '1 i Page 2 of 2 CCIFlagpole Tool(2.2.2) Job Number: A37521_1272:001:7805i._=Ste'_:-� ��� PA U L J. FORD Engineer: R _ - --- & COMPANY Date: 10/8/2021 Site Name:Matliluck k 250 E B6ad St,Ste 600•Columbus,OH 43215 Site Number:825717 Phone 614.221:6679 www.pauliford.com WO Number: 2024795 Order Number: 548933 Rev 1 ®Copyright 2021 by Paul J.Fad 8 Company,all fights resew d. CONCEALMENTSTEALTH FLANGE • :1 General 0+ Apply Capdty Nomiar:acon Per section 155 Flange Elevation:���_':.�ye"80.601 -..- a Layout Calculation Type: �Dosig`Z,_ .'{(Based m-offing bat circle) Connection Type:I�_ TRMonop- �_5 y Code Revision:G "_17W-22VHiL�: Bolt Threads E=Iuded From Shear Plane: Consider Seismic Loads:IiZ-1 3Nb:,:.': :, ,,+•,4r Flange Connection Reactions ." ,� .. • �-- Moment -__�1,1'19�-_.-,a'kip-ft Shear.; 0!84r`if-=17 kiP •v: y 4 `p1 r A)dal:' :,.t1480!_ 3kip j`. ;•§. .'-y, ; .i-1•;r'q:i L;;:11 Member ComponetDeffnitions x Spine Information fg use Dedgn Thickness Member ;Spine Type:LtlMui'hanlaaluTUlilfi�t-.I •.:� r "�',y overrides Grade(Fy): Ultimate Strength(F„): t Outside Diameter. 6.000 in Thickness: 0.500 in eitlsro update Weld To Flange i Weld Type:l �'d'11 .'! eorramrerenpap Q Ring Plate Present Weld Capacity Evaluation Melhotlology. Cs-oiitFfilhng("r_c_'� tslo4seo0 Electrode:i-'-t:.��EeO :s Upper Weld S¢e: in Lower Weld Size:, T0'j¢�p � .j in Stiffener Information Member Quantity Per Spoke: Width: Height: in Thickness: In Flange Connection Capacity Results 12.1% Pass Upper Toe Heigh:: in Lower Tow Heigh:: in Spine Wall Tearout i Punching Shear NIA Notch: in Appled Load:- Grade(F,):01 ksf cvadtyf- Ultimate Strength(F,): ksi Weld Concealment Flange Bending-Shear 12.1°A Pais Ele"rode: Bending: Applied Low;31.2-k,pin Horizontal Fillet Weld S¢e: in 110 Capauty 246.09 kP"vi nanse) Vertical Fillet Weld Size. in p"Pmel Shear: Applied Lead 4.47 by Czpaaty 23625 by Bolt Information `�a ca.-w� Bolt Tension-Shear Checks 6.2%Pass Boll Specif Callon:f-,s.:jm-2Gfi,.�.,.-j Applied Load:4.47 by Tension: Dlamelec i vS$1•:�ai[i!@ in Capaaly.66.67 kip Bolt Circle:RM1:Tal"01000�52�__7 in Shear. Applied Load:0.14 hp Quantity per Spoke: 1 (emeredonrpoke) capacity 44.73 Mp Concealment Flange Plate Information Concealment Flange Welds 12.1%Pass Stiffener To Flange(Horizontal)' Apphea Load. Outside Diameter.i:L'nxlSdSi2dk750 iYS2 in (min Plate memateo-co-) Capeaty- Plate Thickness:[ 1`.'5i)0� in Stiffener To Spine(Verticaq: AppGepaoow:- Spoke Quantity.[ 8 Spoke Width:f 5460os'•-MLI;in Flange To Spine: Appned Suess:4.85 kph, Grade(F,):L- ksi CopaaM 38.18 Mprn Base Pole/Flange Information Base Pole Connection 7.4%Pass Pole Base Flange Diameter.fi r,-td26!63 %-,a in Apped Load:14.77 hpin Thickness:f ?{L,Tf'1,10i22)fi in \ Sending: Capacity 246.1)vowin , Flange o e de _ _ shear: APphod Low.4.naP C Peaty.262.50 hp -Thickness: 2.50 In �Y�.'-1�:.J Base Flange To Pole Weld: 'Spoke W(dt) 3.50 in 4' Xu_ Applied Load:4.n Mp 'Grade Fy: 50 ksl l y.-z, capaodg 61.71 kip VaPUNns 7o Cor.elrhml Flange vehas 'Concealment Flange Bending-Shear Controls Notes:1.Results here been narmelizedb dmdin b 1.05. Type:GLuF3e'lGrboybr e r Electrode: ' E60 2.Spine tear-out check net applicable When stiffeners are not pre.sent. 3.The upper and laver tee heights are unk-a and-conservatively assumed to be 0-. Weld Size:f 1�f4' r.�i in 4.Tension mnlyds bolt capacity. 'Weld Length: 13.71 In rt �:t.._L� 5.Max stiffener Mdlh based al required boll dewance(n relation to existing bolt arcle)per AISC 151h Ed.Table 7-15. 6.Wn plate diameter based on min boa edge distance(in relation to evsling boll circle)per AISC 15Ih Ed.Table J3.4. 'Tnbutarykng:h orpoM lD Sosptlon numberolspokes ' 1 Iro:Sogree:GITOWERUre Lrw.n_GzsYa1202n1r52f.12r2_e25I11 NersuhUr62s.12R e01.rea5 SA_2CN)e.Nr521-12r2 Mt.TeCS Lor.meNwn,ariNPANOATANv " 37521-1272:001.7805 Stealth Flange Analysis v2.8-10182021 1 - I ��CE ASCE 7 Hazards Report WERIM SOCIETY OF CML ENGINEERS c Address: Standard: ASCE/SEI 7-16 Elevation: 7.46 ft(NAVD 88) No Address at This Risk Category: 11 Latitude: 40.991067 Location Soil Class: D-Default(see Longitude: -72.538317 Section 11.4.3) O• \ .Y• '11. 17 l� �^ i 'q•y It , a46p;.,,a.....<, .F�w`V'? . gfgli ,FtNNI two 931 ae�. - ,°�,. 7 -1 �': Lnn7IcUM '`'•'". - E1191Sar '_ d ,-C!y:;..:+ 5 ,� • �• ..iuril Sau rnN •.Toaa 6hW; ..,,� .��.y.','. ,•(�►v,�}a• i• (�p•� • • ••�<, • � ;� buhingoe l.Nb Ilvracl.tvs' 1 •y 4ir*i ^ } t 1;j" 1 .��'• am•.al;vl. •, •�,�' D • • d •• MM bi _ Fascnla ... luN hhlA XB ` ••�; �d. '• •���AY��;• '1 f �"��.,�••a t 1 ClrpSn�?°,' f...:} .• ,I ,,.N`nx11.PJ1' ,end _•_. ��•�T. ._•". �°•� p s•1;o •M1•• / 4'• i'C®a1Y. 1` x'r='.::gDVlI1 t1111P1011 1_'/� p[• �%•1•' , �.'�••� .P1•St�• • },.-''• 7 Iq P.ew:.:�9'P`.i - E9u1Ai1fitlJn �, r II,mVgn gaa+, ErlmcrncN r J �fP ,�� r�• •a -<�. ` •' ••"S �\ �� s: :'' �df`7 ©atror4 rf.asl;(iPgip' I - • inrnn �' �• •� �'...',�•ia�•G7' V,j7•�A�i: •iH,,pA, 1•j `ir, -_ < >�,•,,, j'1, , } D\7•i:7"•�'��''! ':� •'. K!, a a` 6�pr11uArS"^ Wind Results: Wind Speed: 1.28 Vmph It 10-year MRI 76 Vmph 25-year MRI 87 Vmph 50-year MRI 98 Vmph 100-year MRI 105 Vmph Data Source: ASCE/SEI 7-16,.Fig:26.5-1 B and Figs. CC.2-1—CC.2-4, and Section 26.5.2 Date Accessed: Wed Oct 06 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. httri Hasce7hazardtool.online/ Page 1 of 3 Wed Oct 06 2021 I ASCE AMMAN SOCIETY OF CML EN6INEERS Seismic Site Soil Class: D- Default(see Section 11.4.3) Results: Ss : 0.174 So, 0.079 S, 0.049 TL 6 Fa 1.6 PGA: 0.094 F, 2.4 PGA M : 0.151 SMs 0.278 FPCA, 1.6 SM, 0.118 le 1 S ps 0.185 C 0.7 Seismic Design Category B 0.30 MCER Response;Spectrum_ flea 014 D_ es Response Spectrum 0.26- A 0.16 . �+ - . I 0,20 t I t • I 0.12 - •• 0.15 - -- i 0.10 0.10 i �. 0.08 = I 0.05 - - I 0.04 I 0 0 - 1 -..1 a 0_ - 0 1 2 3 4 5 6 7 Sa(g)vs T(s) Sa(g)vs T(s) MCER Vertical Response Spectrum.-. Design Vertical_Response Spectrum_ - 0.16- i - _ I 0.11 i 0.10- - I • - 0.09 ••••� I I 0.12 -- -- - 0.03 0.07 0.08 - --- j y _ . .. _ . . - 0.06 .05 0.06 0.04 0.04 -- - -- - - + ••••• 0.03 - -- -- - .. .- • • I 0 0.5 1.0 1.5 2.0 0 0.5 1.0 1.5 2.0 Sa(9)vs T(s) Sa(9)vs T(s) Data Accessed: Wed Oct 06 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. https://asce7hazardtool.online/ Page 2 of 3 Wed Oct 06 2021 a "ASCE AMERICAN SOCIETY OF CMl ENGINEERS Ice Results: Ice Thickness: 1.00 in. Concurrent Temperature: 15 F Gust Speed: 50 mph Data Source: Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Date Accessed: Wed Oct 06 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 parry providers; or has been extrapolated from maps incorporated in the ASCE 7 standard.While ASCE has made every effort to use data obtained from reliable sources or methodologies,ASCE does not make any representations or warranties as to the accuracy,completeness,reliability,. currency,or quality of any data provided herein.Any third-party links provided by this Tool should not be construed as an endorsement, affiliation,relationship,or sponsorship of such third-party content by or from ASCE. ASCE does not intend,nor should anyone interpret,the results provided by this Tool to replace the sound judgment of a competent professional,having knowledge and experience in the appropriate field(s)of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard. In using this Tool,you expressly assume all risks associated with your use.Under no circumstances shall ASCE or its officers,directors, employees,members,affiliates,or agents be liable to you or any other person for any direct,indirect,special,incidental,or consequential damages arising from or related to your use of,or reliance on,the Tool or any information obtained therein.To the fullest extent permitted by law,you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool. https://asee7hazardtool.online/ Page 3 of 3 Wed Oct 06 2021 • SITE INFORMATION PROJECT DIRECTORY PROPERTY OWNER: 12585 SOUND LLC APPLICANT: DISH Wireless L.L.C. ADDRESS: E JERICHO TURNPIKE 5701 SOUTH S FE DRIVE HUN 801 HUNTINGTON, NY 11743 LITTLETON, CO 80120 d...sh TOWER TYPE: MONOPOLE TOWER OWNER: CROWN CASTLE USA INC. SCOPE OF WORK 2000 CORPORATE DR. •r�relessa THIS IS NOT AN ALL INCLUSIVE LIST. CONTRACTOR SHALL UTILIZE SPECIFIED EQUIPMENT PART OR ENGINEER 5701 SOUTH SANTA FE DRIVE APPROVED EQUIVALENT. CONTRACTOR TOWER CO SITE ID: 825717 CANONSBURG, PA 15317 ACTOR SHALL VERIFY ALL NEEDED EQUIPMENT TO PROVIDE A FUNCTIONAL SITE. (877) 486-9377 cl S I THE PROJECT GENERALLY CONSISTS OF THE FOLLOWING: TOWER APP NUMBER: 548933 LITTLETON, CO 80120 TOWER SCOPE OF WORK: SITE DESIGNER: NB+C ENGINEERING SERVICES, LLC • INSTALL (3) PROPOSED PANEL ANTENNAS (1 PER SECTOR) COUNTY: SUFFOLK 6095 MARSHALEE DRIVE, SUITE 300 wireless • INSTALL (1) PROPOSED ANTENNA FLUSH MOUNT • INSTALL PROPOSED JUMPERS ELKRIDGE, MD 21075 • INSTALL (6) PROPOSED RRUs (2 PER SECTOR) LATITUDE (NAD 83): 40' 59` 27.84" N (410) 712-7092 Tm INSTALL (1) PROPOSED OVER VOLTAGE PROTECTION DEVICE (OVP) 40.991D67 N • INSTALL EX PROPOSED HYBRID CABLE LONGITUDE (NAD 83): -72• 38 17.W W Nallca= INSTALL (3) DOUBLE Z-BRACKETS (1 PER SECTOR)REMOVE EXISTING ABANDONED ANTENNA MOUNT �Tt -72.538317 WDISH Wireless L.L.C.SITE ID. GROUND SCOPE OF WORK: \V I ZONING JURISDICTION: SUFFOLK COUNTY SITE ACQUISITION: JACQUELINE JONES TOTALLY � qII�g COMMITTED. a 4•�r�• INSTALL (1) PROPOSED METAL PLATFORM U JACOUELI NE.JONES.CONTRACTOR I OT LL�11 COMMI 1 !LSD. NYNYCO2131 A ' INSTALL (1) PROPOSED ICE BRIDGE ® �22 ZONING DISTRICT: I - INDUSTRIAL OCROWNCASTLE.COM NB+CENGINEERING SERVICES,LLC. • INSTALL (1) PROPOSED PPC CABINET C� rJ CONSTRUCTION MANAGER:MICHAEL NARDUCCI 6095 MARSHALEE DRIVE,SUITE 300 • INSTALL (1) PROPOSED EQUIPMENT CABINET �p�J I 6 L ELKRIDGE,MO 21075 • INSTALL (1) PROPOSED POWER CONDUIT N`( L PARCEL NUMBER: 1000141000300038001 MI CHAEL.NARD000IODISH.COM (410)712-7092 • INSTALL (1) PROPOSED TELCO CONDUIT • INSTALL (1) PROPOSED TELCO-FIBER BOX �. MAD MEMON DISH Wireless L.L.C.SITE ADDRESS: IINSTALL (1) PROPOSED NSTALL (1) PROPOSED SAFGPS UNISWITCH (IF REQUIRED) 6�n1�11Lr`�S NO�� OCCUPANCY GROUP; U RF ENGINEER: MAD.MEMON®DISH.COM • INSTALL (1) PROPOSED FIBER NID (IF REQUIRED) TOVN� 0 CONSTRUCTION TYPE: II-B 12585 SOUND AVE. • INSTALL (1) PROPOSED METER SOCKET OF N[4f,{,y POWER COMPANY: LONG ISLAND POWER AUTHORI yPacT KO •yJ., MATTITU CK, NY 11952 TELEPHONE COMPANY: VERIZON CFO 8819T6 NEW YORK CODE OF COMPLIANCE SITE PHOTO DIRECTIONS pPoFESSI ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF DIRECTIONS FROM 3 ADP ROSELAND, BLVD: 03117/2022 THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO START OUT ON ADP BLVD TOWARD CHOCTAW WAY. THEN TURN RIGHT ONTO CHOCTAW BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES WAY. TURN RIGHT ONTO LIVINGSTON AVE. MERGE ONTO 1-280 E. MERGE ONTO NEW KRUPAKARAN KOLANDAIVELU,P.E. CODE TYPE CODE JERSEY TURNPIKE/1-95 N. MERGE ONTO NJ-495 E. NJ-495 E BECOMES LINCOLN STATE OF NEW YORK BUILDING 21816C MECHANICAL to0 TUNNEL NY-495 E. TURN SLIGHT RIGHT TOWARD DOWNTOWN/34 ST/MADISON SO PROFESSIONAL ENGINEER ts IMC ELECTRICAL 201 7 NEC GARDEN/1-495 E. TAKE THE 1ST RIGHT ONTO DYER AVE. TURN LEFT ONTO W 34TH ST. LICENSE#091974 TURN LEFT ONTO TUNNEL APPROACH ST. MERGE ONTO 1-495 E. TAKE THE NY-24 EXIT, TURN RIGHT ONTO EDWARDS AVE/NY-24/COUNTY HWY-94. ENTER NEXT ROUNDABOUT IT A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION �t AND TAKE THE 3RD EXIT ONTO FLANDERS RD/NY-24. TURN LEFT ONTO CROSS RIVER OF A LICENSED PROFESSIONAL ENGINEER. \ DR/COUNTY HWY-105. TURN RIGHT ONTO MAIN RD/NY-25. TURN LEFT ONTO PACIFIC To ALTER THIS DOCUMENT. SHEET INDEX " ST. TURN RIGHT ONTO SOUND AVE. r DRAWN BY: CHECKED BY:APPROVED BY: SHEET NO. SHEET TITLE 4 VICINITY MAP JOG BRN TA 1 ). RFDS REV : --- T-1 TITLE SHEET � � 11 � - 1`' CONSTRUCTION A-1 OVERALL AND ENLARGED SITE PLAN DOCUMENTS A-2 ELEVATION, ANTENNA LAYOUT AND SCHEDULE A-3 EQUIPMENT PLATFORM AND H-FRAME DETAILS • - f 3>'•�. �'3 I SUBMITTALS A-4 EQUIPMENT DETAILS t`� :;' �., I\ I /1 MCC REV DATE DESCRIPTION ' - '-'r c'" _ _ 0 11/22/2021 ISSUED FOR CONSTRUCTION - A-6 EQUIPMENT DETAILS -`�s� .1,t 4''`�'7yY.,, ,� 1 03/02/2022 ISSUED FOR CONSTRUCTION A-6 EQUIPMENT DETAILS �y��•'`;' ? # � -� ,I^ /y)�r ') 1 _x I M_ n.}. - _ - /'�` ( J _ •b 2 03/10/2022 ISSUED FOR CONSTRUCTION • &--- I '+,1. .y �*: G"'-"'�- �. �` L`6'JJ �' 3 03 15 2022 ISSUED FOR CONSTRUCTION E-1 ELECTRICAL/FIBER ROUTE PLAN AND NOTES .� l.�' d / / E-2 ELECTRICAL DETAILS i _ - - y ,----- 4 03/17/2022 ISSUED FOR CONSTRUCTION E-3 ELECTRICAL ONE—LINE. FAULT CALCS & PANEL SCHEDULE 11e:+G�I6a• fL G-1 GROUNDING PLANS AND NOTES UNDERGROUND SERVICE ALERT-NEW YORK 811 y) A&E PROJECT NUMBER - UTILITY NOTIFICATION CENTER OF NEW YORK � G-2 GROUNDING DETAILS s. (. 825717 (800)272-4480 ari vineyard G-3 GROUNDING DETAILS WWW.NEWYORK-811.COM - ® - soy^d• SITE LOCATION //g DISH Wireless L.L.C. RF-1 RF CABLE COLOR CODE cnLL z WORKING oars unLrrr NOnFlranaN PRIOR io coNsraucnoN t5�' °y ./,r f_�- PROJECT INFORMATION �� •` ft` _ �- GN-1 LEGEND AND ABBREVIATIONS �- � NYNYCO2131 Ai GN-2 GENERAL NOTES GENERAL NOTES 12585 SOUND AVE. MATTITUCK, NY 11952 GN-3 GENERAL NOTES THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED _ �'� - Odle GN-4 GENERAL NOTES FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON ~�' DRAINAGE. NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL .'``.� ., ; SHEET TITLE sICNAGE Is PROPOSED. Ev&EmVineyardsQ. "/ TITLE SHEET 11'x17"PLOT WILL BEHALF SCALE UNLESS OTHERWISE NOTED L,1e f SHEET NUMBER CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS, AND CONDITIONS ON THE JOB SITE, AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE - -% PROCEEDING WITH THE WORK. NO SCALE. f ti t NOTES A !A 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 2. CONTRACTOR SHALL 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 wireless 5701 SOUTH SANTA FIE DRIVE LTTTLETON, CO 80120 EXISTING UTILITY • Y 35'-6" POLE EXISTING °. MONOPOLE a Na+(= ° d 70TALLY COMMITTED. a EXISTING ,d ° NB-C ENGINEERING SERVICES,LLC. 6095 MARSHALEE DRIVE,SUITE 300 ■■■■■■■■N-W-WW"-■NONE IV / MONOPOLE I ° ,' d EXISTING UTILITY0 EL(410)7,2M ID 021 75 92 . H-FRAME .� •' ° EXISTING �■ a Qe ■ EQUIPMENT ■- PAD ° ° EXISTING d EQUIPMENT . � ° ° � < + PAD _ I ' + OF NFy, "I ■ + ■ PROPOSED DISH ICE ---1 + EXISTING 12' WIDE BRIDGE _ 5-O" CHAIN-LINK GATE . -'. -°< EXISTINH-RAME + '� LEASE AREA/PLATFORM V EXISTING ICE o -_ �+ INSTALL NEW METER r 1 ■�BRIDGE (TYP) o _ _____ zo m ON PROPOSED DISH iv ■ I I I i0 ■■ Z + 6.m 1 PLATFORM W �'F oEg,9T1+ SS + + + a3rnnozz ■ ::. C� I o ■ z: . ■ i �! ■ -'j'�': '"�i S �� KRUPAKARAN KOLANDAIVELU,P.E. SEE ■ �`�%r� `e � � I � !:�.�/� � STATE OF NEW YORK PROPOSED FIBER ENLARGED ■ - - + ■ 1 1 II��illl,'�1 ,� - a d: PROFESSIONAL ENGINEER UTILIZED BY DISH VAULT TO BE SITE PLAN ____ ■ I A_2 o a 1 _:.I_'ll'"— �" ° ° LICENSE#091974 Wireless AS MMP V -- + ■a. _m < 7.°--yjjl' eR\OC'� + (MEET ME POINT) ■ — 6'-S" ■ I 1 i.yli--- \GF' ° R Is A VIOLATION OF LAW FOR ANY PERSON, i I I a e. + " e --__ — o d °. U OF A ENGINEER. N ..■■4■■■I■■■■■■■■ ■■■■- +.._ .. . i 1 `�_•�:-I,t i a UNLESS THEY ARE ACTING UNDER THE DIRECTION LICENSED PROFESSIONAL H 1 """' .. --_ ° TO ALTER THIS DOCUMENT GIN + + : ED BY]APPROVED ROV E —D—B—Y:} DRAWN BY. CHECK- ° + N"G °' • ------ SEE EQUIPMENT I I d + JOG BRN TA EXIST , LAYOUT (SHEET A-3) I dEQUIPMENT EXISTING ICE BRIDGE RFDS REV PLATFORM + EXISTING +EQUIPMENT + CONSTRUCTION PAD _ d + DOCUMENTS°++4. + ° SUBMITTALS + `_ REV DATE DESCRIPTION + ed + 4 d 'a 0 11/22/2021 ISSUED FOR CONSTRUCTION " nq + _ c 12 6'0 1• 2' 3' 4' 5' 6' 7' 1 03/02/2022 ISSUED FOR CONSTRUCTION ENLARGED SITE PLAN `Z 2 E03/10/2022 ISSUED FOR CONSTRUCT ON 2-2' 3 ISSUED FOR CONSTRUCTION 4 ISSUED FOR CONSTRUCTION EXISTING CHAIN—UNK FENCE A&E PROJECT NUMBER 825717 DISH Wireless LL.C. PROJECT INFORMATION NYNYCO2131A 12585 SOUND AVE. MATTITUCK, NY 11952 SHEET TITLE OVERALL AND ENLARGED SITE PLAN SHEET NUMBER 4' 2'OVERALL SITE PLAN 0 4• 8' A-1� NOT USED 3 1/4•_V-0• NOTES �.- �I. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 2. ANTENNA AND DISH SPECIFICATIONS REFER ANTENNA SCHEDULE AND TO FINAL CONSTRUCTION TYP 1 BACK—TO—BACK MOUNT PROPOSED DISH Wireless L.L.C. N PER SECTOR, TOTAL 3) RFOS FOR ALL RF DETAILS PROPOSED DISH Wireless L.L.C.OVP DEVICE • 3. EXISTING EQUIPMENT AND FENCE OMITTED FOR `-n sh CLARITY. �r,reless- 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 A2 - - 'ZPO GAMMA Q v~ SECTOR �� C2 TOTALLY COMMITTED. NB+C ENGINEERING SERVICES,LLC. 6095 MARSHALEE DRIVE,SUITE 300 I ELKRIDGE,MD 21075 �n (410)712-7092 TOP OF HIGHEST APPURTENANCEAL '-•,,\ . TOP EL. ® 100'—�'-LE EXISTING MON TOP EL. ® 100'— Nftf.p0 EXISTING T—MOBILE PANEL ANTENNAS \ ``L aa1eT; MOUNT CL® 85'-0"AGL p�FE5s101�`�' PROPOSED DISH Wireless L.L.C. ANTENNA FLUSH MOUNT 03117/2022 (SITEPROI 6CHMT FLUSH MOUNT) PROPOSED DISH Wireless L.L.C. �F�F� 82 KRUPAKARAN KOLANDAIVELU,P.E. (3)PROPOSED DISH Wireless LLC.ANTENNAS Of y PROPOSED DISH Wireless L.L.C. RRH STATE OF NEW YORK ANTENNA (TYP PER SECTOR, TOTAL 3) O (TYP 2 PER SECTOR, TOTAL 6) MOUNT CL Ca75'-0'AGL P PROFESSIONAL ENGINEER EXISTING ABANDONED ANTENNA MOUNT TO BE REMOVED LICENSE#091974 I MOUNT CL @ 75'-0"AGL I I R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION I OF A LICENSED PROFESSIONAL ENGINEER, I TO ALTER THIS DOCUMENT. (1) PROPOSED DISH Wireless L.L.C. I EXISTING MONOPOLE DRAWN BY: CHECKED BY:APPROVED BY: HYBRID CABLE ROUTED INSIDE POLE I I JQG BRN I TA I A' I Iv EXISTING MONOPOLE I RFDS-REV --- I ANTENNA LAYOUT 12• 6• o , 2 3 2 CONSTRUCTION 3/4"=1'—O- DOCUMENTS I I I SUBMITTALS I SECTOR ANTENNA TRANSMISSION CABLE RRH OVP REV DATE DESCRIPTION I POS. EPROP PROPOSED MANUFACTURER — MODEL RAD FEED LINE TYPE MANUFACTURER — MODEL MANUFACTURER O 11/22/2021 ISSUED FOR CONSTRUCTION TECH AZIMUTH CENTER AND LENGTH NUMBER MODEL ' I PROPOSED NUMBER TECH POS. I 1 03/02/2022 ISSUED FOR CONSTRUCTION I Al -- -- -- FUJITSU — TA08025—B604 5G A2 2 03/10/2022 ISSUED FOR CONSTRUCTION HIGH—CAPACITY RAYCAP — 3 03/15/2022 ISSUED FOR CONSTRUCTION I A2 PROPOSED JMA — MX08FR0665-21 5G 30' 75•-0" 1-3/8" DIA. FUJITSU — TA08025-8605 5G A2 RDIDC-9181 I HYBRID CABLE _PF-48 4 03/17/2022 ISSUED FOR CONSTRUCTION A3 I -- -- _ (112' LONG) BI FUJITSU — TA08025—B604 5G B2 A&E PROJECT NUMBER I B2 PROPOSED JMA — MXOSFR0665-21 5G 150' 75•-0" SHARED W/ALPHA FUJITSU — TA08025-8605 5G 82 SHARED DISH Wireless L.L.C.NGTO UTILIZE I W/ALPHA 83 EXISTING ICE BRIDGE I 825717 I C1 DISH Wireless L.L.C. PROPOSED DISH Wireless L.L.C. I -- -- -- -- -- FUJITSU — TA05025-8604 5G C2 PROJECT INFORMATION EQUIPMENT ON PROPOSED I STEEL PLATFORM C2 PROPOSED JMA — MXOBFRO665-21 50 270' 75'-0" SHARED W/ALPHA FUJITSU — TA08025—B605 5G C2 SHARED W/ALPHA NYNYCO21 3 1 A C3 -- -- 12585 SOUND AVE. PROPOSED DISH Wireless L.L.C. I GPS UNIT NOTES MATTITUCK, NY 11952 0 ( 1. CONTRACTOR TO REFER TO FINAL CONSTRUCTION RFDS FOR ALL RF DETAILS. SHEET TITLE I 2. ANTENNA AND RRH MODELS MAY CHANGE DUE TO EQUIPMENT AVAILABILITY. ALL ELEVATION, ANTENNA EQUIPMENT CHANGES MUST BE APPROVED AND REMAIN IN COMPLIANCE WITH LAYOUT AND SCHEDULE THE PROPOSED DESIGN AND STRUCTURAL ANALYSES. 7 , iYr`:ice /�,./`; �`i�./ :5:;� ,/`, •i ;`:; SHEEP NUMBER ..'.�` .�:: �:. � .mow:.., .:.���, � .�. .. ;G:<.• �� �� ;:• .;:,.•��l'._1.�.� 6' 4' 2• 0 5' 10 SCALE A-2 PROPOSED NORTH ELEVATION NO 3 16'=1'-0' ANTENNA SCHEDULE 3 1* J EQUIPMENT PLATFORM/LEASE AREA NOTES 1-0" 1-11• 1-2 2-10 1. CONTRACTOR TO BURY PLATFORM FEET WITH A MINIMUM OF 2" d.* sh OF FILL PER EXISTING SITE SURFACE PROPOSED DISH Wireless L.L.C. _ 2. WEED BARRIER FABRIC TO BE ADDED AT DISCRETION OF DISH GENERATOR PLUG -1�::.�1=-__- -`- I Wireless L.L.C. CONSTRUCTION MANAGER AT TIME OF __= I PROPOSED DISH CONSTRUCTION. ONE SHEET 8'x8' INSTALLED UNDER ALL FOUR PROGPSPOS UNIT DISH Wireless L.L.C. --`:_.I. �I __.___ II I Wireless L.L.C. FEET OF THE PLATFORM (4 MIL BLACK PLASTIC) m �rl GPS UNIT Wlrelessa rI 3. EQUIPMENT CABINET OMITTED FOR CLARITY PROPOSED DISH Wireless L.L.C. —�-`-- i--_.I �:"� :-- _ Of POWER PROTECTIVE CABINET PROPOSED o DISH Wireless L.L.C. I a PROPOSED DISH Wireless L.L.C. - I.---- ---I I-- --- _._J__=\ I_ { EQUIPMENT CABINET I I N w H-FRAME _ _ v 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 RIGID METAL r_______________y CONDUIT PROPOSED DISH Wireless L.L.C. SAFETY SWITCH. PROPOSED DISH Wireless L.L.C. -- 200AMP METER SOCKET --,__-I -_"— PROPOSED DISH Wireless L.L.C. PRPORPOOTSEECDT I DISH ISH� __IaIIIII�I C_ ' PROPOSED DISH Wireless L.L.C. TELCO FIBER ENCLOSURE 200AMP METER SOCKETreL.L.C. POWER Nall= PROPOSED DISH Wireless L.L.C. 0 o CABINET 70TALLY NID, IF REQUIRED PROPOSED DISH Wireless L.L.C.\ PROPOSED DISH Wireless L.L.C. I y EQUIPMENT H—FRNJE NB+C ENGINEERING SERVICES,LLC. EQUIPMENT PLATFORM 6095 MARSHALEE DRIVE,SUITE 300 ELKRIDGE,MD21075 U I r (410)712-7092 , 0 1' 2' PROPOSED2.9"6.3. III II PLATFORM EQUIPMENT PLAN DISH 11 III Wireless IIIIi ,•-T•_O• iv_ I L.L.C. 111 1 II SAFETY II III II COMMSCOPE MTC4045LP I(L____SWITCH.__ I JJ I �OF Npy, 5X7 PLATFORM PLAN I -------� DIMENSIONS (HxWxD) 16"x84"x60" „ ° SIDE - 5' LENGTH BAR _ _ I'i GRATING -- -- =m II• D I ( PVC CONDUIT (TYP) 1j+ TOTAL WEIGHT 423 LBS _ _r�-. __,_ �__�.-_____._____,;i Q.;__..�' Win\ �f _ °I __._ _�_� __"_______-;_�_ii-Rai• o �_ III FOp 88197A �. NOT GC TO PROVIDE EXT ENDED -'-- ----` _ e e .___I_r_- --_I__I(__.._______--_ t_ i_0- EQUIPMENT EQUIPMEN PROPOSED DISH Wireless L.L.C. THREAD FOR PLATFORM IF i = I �" ' : - _ PLATFORM T - II I o EQUIPMENT PLATFORM 031172022 I I_ _ e I= 'I oo PLATFORM in REQUIRED HEIGHT EXCEEDS 17" t= a-T t= -- I _ - _ FOOTPAD (TYP) I �� FOOTPAD d m_ GROUND - �t FINISHED PAKARAN KOLANDAIVELU,P.E. 0 0 -- -!_-�-°' _—~ _ t BAR GRATING - 12" P BUSS BAR Tr-"6 1-=--_ '_-'- .:; - :al rr oo _ .. oo _GRADE STATE OF NEW YORK ��-'---�'-- -- --`r �'- --- .'v "'%<S?� �:' '"`. =s PROFESSIONAL ENGINEER 8�-:-;�__--" ,i----- CHANNEL (TYP) � LICENSE#091974 __ 4 MIL WEED BARRIER (TYP) _ ___- SIDE - 7' LENGTH BAR IT IS A VIOLATION OF LAW FOR ANY PERSON. _ GRATING EQUIPMENT PLATFORM FOOTPAD (TYP) FRONT ELEVATION UNLESS THEY ARE ACTING UNDER THE DIRECTION _ _ -' - ----- -- OF A LICENSED PROFESSIONAL ENGINEER, Fx�___l_.1_ •i_r _. 6=r_7-- -n TO ALTER THIS DOCUMENT. _ - " *-mr - ' o�-_,--`_ ___ -_-u,.y----;;------ I� '� ° PROPOSED DISH Wireless EQUIPMENT L.L.C. GPS UNIT DRAWN BY: CHECKED BY:APPROVED BY: PLATFORM 6-0 oo FOOTPAD JOG BRN TA- (TYP) RFDS REV - PROPOSED DISH CONSTRUCTION Wireless L.L.C. I DOCUMENTS PLATFORM DETAIL 2 FIBER NID, IF Io PROPOSED DISH Wireles NO SCALE II s REQUIRED OO I I ® L.L.C. EQUIPMENT H-FRAME SUBMITTALS ri REV I DATE DESCRIPTION COMMSCOPE MTC4045HFLD NOTE: o a OR DISH Wireless L.L 0 11/22/2021 ISSUED FOR CONSTRUCTION.C. H—FRAME APPROVED EQUIVALENT Z II �����? ( 1 03/02/2022 ISSUED FOR CONSTRUCTION I II 2 03/10/2022 ISSUED FOR CONSTRUCTION UNISTRUT/SUPPORT RAILS QTY 5 60" — C7 - 3 03/15/2022 ISSUED FOR CONSTRUCTION WEIGHT 59.74 lbs {\FtR\r Ia�mmR[\�{ 4 03/17/2022 ISSUED FOR CONSTRUCTION 0 0 PIPE CAP -"---___--_--_- =-- PROPOSED A&E PROJECT NUMBER DISH Wireless WELDMENT PIPE - L.L.C. TELCO , 825717 FIBER ENCLOSURE DISH Wireless'LLC. PROJECT INFORMATION SUPPORT RAILM2 NYNYCO2131 A 12585 SOUND AVE. o ° ° PROPOSED DISH Wireless L.L.C. w o 0 0 o EQUIPMENT PLATFORM MATTITUCK, NY 11952 GALV. U-BOLTS GRADE oo GPVC CONDUIT (TYP) FINISHED SHEET TITLE ,- EQUIPMENT PLATFORM AND BASE PLATE 4 MIL WEED BARRIER (TYP) H—FRAME DETAILS EQUIPMENT PLATFORM FOOTPAD (TYP) SHEET NUMBER SIDE FRONT BACK ELEVATION 12.9.6-3"0 ,• ' A-3 H—FRAME DETAIL NO SCALE 3 NOT USED NO SCALE 4 H—FRAME EQUIPMENT ELEV 2 ATION 5 or HEX CABINET \ RAYCAP PPC SQUARE D SAFETY SWITCHES 4 5. 2000005996 RDIAC-2465—P-240—MTS D224NRB • DIMENSIONS (HxWxD): 73"x30"x32" \\ ENCLOSURE DIMENSIONS (HxWxD): 39%22.855"02.593 ENCLOSURE DIM (HxWxD) 29.25"x19.00"x8.50" WEIGHT EMPTY: 376 Ibs I WEIGHT: 80 Ibs ENCLOSURE TYPE NEMA 3R RAINPROOF HEATER SOOW PLAN \ OPERATING AC VOLTAGE 240/120 1 PHASE 3W+G TOP Q UL LISTED FILE E-2875 d..sh POWER SYSTEM -48V ALPHA/600A wireless O ®® B 5701 ITTLETON,, CO 80120RNE OO OO iI o O 3 0 0 O ° 0 o O 0 0 Q) TOTALLY COMMITTED. 0 NB+C ENGINEERING SERVICES,LLC.0 0 0 n 6095 MARSHALEE DRIVE,SUITE 300 BACK S FRONT SIDE BACK FRONT SIDE ELKRIDGE,MD 21075 SIDE. FRONT (410)712-7092 CABINET DETAIL NO SCALE POWER PROTECTION CABINET (PPC) DETAIL NO SCALE 2 SAFETY SWITCH DETAIL NO SCALE 3 EATON METER SOCKET ZAYO 5RU (LEFT SWING DOOR) CHARLES CFIT—PF2020DSH1 ��OF�f{y` UNRRS213BEUSE FIBER NID ENCLOSURE @ FIBER TELCO ENCLOSURE yP �"�P� METER SOCKET TYPE RING c DIMENSIONS (HxWxD) 36.1"x29"x12.9" O Q ENCLOSURE DIMS (HxWxD) 20"x20"x9" _ ENCLOSURE DIM (HxWxD) 16"x12"x6" — 07 WEIGHT 85 Ibs O O O ENCLOSURE WEIGHT 20 Ibs 08104 `< MAIN AMPERE RATING 200A _ p�FESS10��' PLAN BOTTOM MOUNTING WALL WEIGHT 18 LBS COMPLIANCE TYPE 4 03117l2C22 ®® FRONT KRUPAKARAN KOLANDAIVELU,P.E. O O 0 STATE OF NEW YORK PROFESSIONAL ENGINEER o 0 0 0 0 o LICENSE#091974 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ®®® TO ALTER THIS DOCUMENr. O O ®®®" DRAWN BY: CHECKED BY:APPROVED BY: ®®® rdrmk ®®® JOG BRN I TA �f o RFDS REV J: 50—1j, -----------j 7-01 BACK SIDE FRONT ° ° ° ° ° ° CONSTRUCTION SIDE BACK FRONT SIDE BACK FRONT DOCUMENTS METER SOCKET DETAIL —T—NO SCALE 4 FIBER NID ENCLOSURE DETAIL NO SCALE 5 FIBER TELCO ENCLOSURE DETAIL NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION O 11/22/2021 ISSUED FOR CONSTRUCTION PROPOSED 1 03/02/2022 ISSUED FOR CONSTRUCTION ICE BRIDGE 2 03/10/2022 ISSUED FOR CONSTRUCTION I FINISH SLOPE 3 03/15/2022 ISSUED FOR CONSTRUCTION �I TO DRAIN 4 03/17/2022 ISSUED FOR CONSTRUCTION PROPOSED A&E PROJECT NUMBER HYBRID CABLE II A-A N I' A-A �i EXISTING ENTRY PORT J 825717 iL PROPOSED PROPOSED 3.5" DIA. _ 3" DIA SCH 40 PIPE `j DISH Wireless LL.C. o PROJECT INFORMATION CABLE CLAMP SCH 40 PIPE I 0 3'-0" O.C. GALVANIZED----__ '_ Fn ` 18" DIA DRILLED NYNYCO21 S l A PROPOSED 1'-6" - o PIER FOUNDATION 12585 SOUND AVE. EXISTING DIA. CONCRETE MATTITUCK, NY 11952 MONOPOLE PIER (TYP) A-A SECTION SHEET TffLE EQUIPMENT DETAILS CONCRETE TEPPPIER SHEET NUMBER A-4 HYBRID CABLE RUN NO SCALE ] TYPICAL ICE BRIDGE CONCRETE PIER DETAIL NO SCALE 8 NO SCALE 9 PCTEL 1.7s"m GPSGL—TMG—SPI-40NC6 1.so'm • MINIMUM OF 75% OR DIMENSIONS (DIAxH) MM/INCH 81x184mm 0 270' IN ANY DIRECTION 3.2'x7.25" r WEIGHT W/ACCESSORIES 075 Ibs GPS CONNECTOR N—FEMALE TOP s h ,wn FREQUENCY RANGE 7590 t 30MHz efiy0, 'I'�/ B 2y" f-,relessa RqO N F,y�R 42, (rs gOjUS 5701 SOUTH SANTA FE DRIVE CUI2PSM6P4XXX CU12PSM9P6XXX LITTLETON, CO 80120 GPS UNIT OBSTRUCTIONS MUST (4 AWG CONDUCTORS) (6 AWG CONDUCTORS) BE BELOW 10' 1.41"m O LlO O 0 Zo o z . TOTALLY COMMITTED Rqa 'LS NB-C ENGINEERING SERVICES,LLC. BACK SIDE CU12PSM9P8XXX 6095 MARSHALEE DRIVE,SUITE 300 (B AWG CONDUCTORS) ELKRIDGE,MD 21075 (410)712-7092 GPS DETAIL NO SCALE GPS MINIMUM SKY VIEW REQUIREMENTS NO SCALE 2 CABLES UNLIMITED HYBRID CABLE No SCALE 3 MINIMUM BEND RADIUSES DESC TY SITE ID e: - MONOPOLE OF NTWA fK A PS 52Pt TYPE:� MONOPOLE � — KO A. HYBRID BEND RADIUS BO• The preparer must determine the lengths below, Thiel the RAD center for the antennae on towers. RAO ENTER(N) 75.0 Fore rooftop,this Is the total length of all vortical a91976 seetlons of the hyhdd, F ' p�FE6:i IONyK' ICE BRIDGE HEIGHT(N) 10.0 This It the height of the bridge coverings, 03/17/2022 This is the length of the total lea bddgo coverings,If IC8 BRIDGE LENGTH(N) 18.0 more than one lee bridge le used or total hodiontal KRUPAKARAN KOLANDAIVELU,P.E. lengths of hybrid If this Is inside a building. STATE OF NEW YORK - PROFESSIONAL ENGINEER LENGTH ACROSS PLATFORM(N) 1.0 This Is the length from the cabinet to the first bend LICENSE#091974 up the lee bddgo or Inside a radio roam This Is the D route engt from 0 tower to the UNLESS IT IS A VIOLATION OF LAW FOR ANY PERSON, THEY ARE ACTING UNDER THE DIRECTION LENGTH FROM TCWERTOp TO OVP(N) 1.0 OVP at the antenna level ar the total hadsontal OF A LICENSED PROFESSIONAL ENGINEER, lengths of hybrid on a buliding or large self TO ALTER THIS DOCUMENT. This Is the vertical length of hybrid that comes out to DRAWN BY: CHECKED BY:APPROVED BY: VERTICAL LENGTH OF HYBRID INTO TOWER TOP OVP(N) 110 the tower top OVP to the beginning of the first bend that is going Into the monopole part. JOG BRN TA . LlNon' fl - f(:Addltlanel Excess H to be added To be determined re amr 0 RFDS REV --- Total Hybrupto Length nearest whole u= _ CONSTRUCTION [(Rounded up to nearest whole number) DOCUMENTS HYBRID CABLE CALCULATOR NO SCALE 4 NOT USED NO SCALE 5 NOT USED NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION 0 11/22/2021 ISSUED FOR CONSTRUCTION 1 03/02/2022 ISSUED FOR CONSTRUCTION 2 03/10/2022 ISSUED FOR CONSTRUCTION 3 03/15/2022 ISSUED FOR CONSTRUCTION 4 03/17/2022 ISSUED FOR CONSTRUCTION A&E PROJECT NUMBER 825717 DISH Wireless LL.C. PROJECT INFORMATION NYNYCO2131A 12585 SOUND AVE. MATTITUCK, NY 11952 SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER A-5 NOT USED NO SCALE ] NOT USED NO SCALE $ NOT USED NO SCALE 9 b FUJITSU TRIPLE BAND FUJITSU DUAL BAND RAYCAP RDIDC-9181-PF-48 TA08025-B605 '1111.INW111 1111 111d NW IIII TA08025-13604 DC SURGE PROTECTION (OVP) DIMENSIONS (HxWxD) 14.9"x15.7"x9" DIMENSIONS (HxWxD) 14.9"x15.7"0.8" DIMENSIONS (HxWxD) 18.98"x14.39"x8.15" WEIGHT 74.95 Ibs WEIGHT 63.9 Ibs WEIGHT 21.82 LBS CONNECTOR TYPE 4.3-10 RF 4.3-10 RF-- d * sh CONNECTOR II li III I I CONNECTOR TYPE CONNECTOR El Illlil 11 II III 1 V PLAN POWER SUPPLY DC -58--35V PLAN POWER SUPPLY DC -58^•-36V PLAN •r�relessv ° O ° 5701 SOUTH SANTA FE DRIVE ill I LITTLETON, CO 80120 If ' li i it I I i I I 111 I 11111 N I I I i I I I I I I i 1111 H I BACK SIDE FRONT BACK SIDE FRONT ° TOTALLY COMMITTED NB-C ENGINEERING SERVICES,LLC. 6095 MARSHALEE DRIVE,SUITE 330 ELKRIDGE,MD 21075 SIDE BACK FRONT (410)712-7092 RRH DETAIL NO SCALE RRH DETAIL NO SCALE 2 SURGE SUPPRESSION DETAIL (OVP) NO SCALE 3 JMA JMA ANTENNA MOUNT BRACKET MOUNTING PIPE t�OFXoETv/ SABRE DOUBLE Z-BRACKET MXOSFRO665-21 #91900318 C10123155 DIMENSIONS (HxWxD) 72"x20.0"x8.O" TOTAL WEIGHT (WITH BRACKETS) 18 Ibs (8.18 Kg) DIMENSIONS (HxWxD) (1 BRACKET) 5"x20"xl-13/16" 1 RF PORTS, CONNECTOR TYPE 8 x 4.3-10 FEMALE PLAN POLE DIAMETER RANGE 2.5"TO 4.5" °� WEIGHT (FULL ASSEMBLY) 35.79 Ibs Fap as19TA �fESS101�V' WEIGHT 64.5 Ibs ANTENNA ��+~• PACKAGE QUANTITY 4 ®® ®® NOTE: WEIGHT WITH BRACKETS 82.5 Ibs KIT #919D0318: TOP AND BOTTOM BRACKETS BRACKET ° TOP o� ® ®pm®® 03/17Y2022 FOR 4-,6-, AND 8-FOOT ANTENNAS MOUNTING 2 ®® �® ®® ®B ANTENNA BRACKET NOT PART OF KIT BRACKET # DESCRIPTION ®�® ®® �� KRUPAKARAN KOLANDAIVELU,P.E. 1 PLATE, CHANNEL BRACKET ®o ® o STATE OF NEW YORK 2 RRH Z BRACKET, 3/1 6- 16" �® PROFESSIONAL ENGINEER 3 1 THREADED ROD ASSEMBLY 1 2•x12" ®® LICENSE#091974 0 3 ® IT IS A VIOLATION OF LAW FOR ANY PERSON, O . O Q O Q ®® UNLESS THEY ARE ACTING UNDER THE DIRECTION ® OF A LICENSED PROFESSIONAL ENGINEER, �® ®m TO ALTER THIS DOCUMENT. ®e DRAWN BY: CHECKED BY:APPROVED BY: O O O O O O CD CDO O O O O O ®mom®�®®®® JQG BRN TA ANTENNA �•' ®®o ®O RFDS REV : --- NOTE: BRACKET-�:,�T, .* NOTE: OR DISH Wireless L.L.C. CENTER OR DISH WireleUil ss L.L.G. CONSTRUCTION APPROVED EQUIVALENT MOUNTING APPROVED EQUIVALENT SIDE FRONT BRACKET DOCUMENTS ANTENNA DETAIL NO SCALE 4 ANTENNA BRACKET DETAIL NO SCALE 5 RRH MOUNT DETAIL NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION COMMSCOPE XP-2040 NOTE: SITEPR01 6CHMT NOTE: 0 11/22/2027 ISSUED FOR CONSTRUCTION OR DISH Wireless L.L.C. OR DISH Wireless L.L.C. CROSSOVER PLATE APPROVED EQUIVALENT FLUSH MOUNT APPROVED EQUIVALENT o3/02/2022 ISSUED FOR CONSTRUCTION HXW 2 03/10/2022 ISSUED FOR CONSTRUCTION DIMENSIONS ( ) 10••x12" PIPE SIZE 2-3/8"0 to 4-1/2"0 3 03/15/2022 ISSUED FOR CONSTRUCTION WEIGHT 11 Ibs WEIGHT 270.41 Ibs 4 03/17/2022 ISSUED FOR CONSTRUCTION POLE SIZE FITS 17-1/2"0 to 56"0 0 A&E PROJECT NUMBER 0 825717 � DISH Wireless L.L.C. PROJECT INFORMATION PLA 12585 YSOUNDLAVE. PLATE PLATE E MATTITUCK, NY 11952 0 SHEET TITLE EQUIPMENT DETAILS y PLAN SHEET NUMBER U—BOLT U—BOLT TAP A-6 RRH/OVP MOUNT DETAIL NO SCALE 7 ANTENNA MOUNT DETAIL NO SCALE 8 NOT USED NO SCALE Q EASEMENT RIGHTS DC POWER WIRING SHALL BE COLOR CODED AT EACH END FOR IDENTIFYING +24V AND —48V CONDUCTORS. 11. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED UNDERGROUND UTILITY CONDUIT ROUTE. RED MARKINGS SHALL IDENTIFY +24V AND BLUE MARKINGS SHALL IDENTIFY —48V. 2. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. d.* sh 3. THE GROUND LEASE DOES NOT SPECIFY OUR UTILITY RIGHTS. "PWR'AND 'FBR°PATH DEPICTED ON A-1 AND E-1 ARE BASED ON BEST AVAILABLE INFORMATION INCLUDING BUT NOT LIMITED TO FIELD VERIFICATION, PRIOR PROJECT DOCUMENTATION AND OTHER REAL r PROPERTY RIGHTS DOCUMENTS. WHEN INSTALLING THE UTILITIES PLEASE LOCATE AND FOLLOW EXISTING PATH. IF EXISTING PATH IS NOT AN OPTION, PLEASE NOTIFY CROWN CASTLE REAL ESTATE AS FURTHER COORDINATION MAY BE NEEDED. 1. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING A BID. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTOR'S FUNCTIONS, THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. vWreless- 2. ALL ELECTRICAL WORK SHALL BE DONE IWACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL STATE AND LOCAL CODES, LAWS, AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS REQUIRED TO MEET NEC STANDARDS. 5701 SOUTH SANTA FE DRIVE 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 EQUIPMENT TO AVOID LOCATION CONFLICTS. VERIFY WITH THE MECHANICAL EQUIPMENT CONTRACTOR AND COMPLY AS REQUIRED. 5. CONTRACTOR SHALL PROVIDE ALL BREAKERS, CONDUITS AND CIRCUITS AS REQUIRED FOR A COMPLETE SYSTEM. 6. CONTRACTOR SHALL PROVIDE PULL BOXES AND JUNCTION BOXES AS REQUIRED BY THE NEC ARTICLE 314. 7. CONTRACTOR SHALL PROVIDE ALL STRAIN RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES. TOTALLY COMMITTED.■ " INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. NB+C ENGINEERING SERVICES,LLC. 8. ALL DISCONNECTS AND CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES 6095 MARSHALEE DRIVE,SUITE 30D —+—' '—•—, ,—+—,—i `—[ Y—'—Y—x— INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM. � ELKRIDGE,MD 21075 EXISTING (410)E,MD 21 MONOPOLE i 9. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC 250. Ii O n THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULL BOXES, AND ALL -°.c' EXISTING i DISCONNECT SWITCHES, AND EQUIPMENT CABINETS. e EQUIPMENT PAD ( EXISTING I 10. ALL NEW MATERIAL SHALL HAVE A U.L. LABEL. OF N f EQUIPMENT I--�J O I hpI'<- 1.0 .PAD 11.PANEL SCHEDULE LOADING AND CIRCUIT ARRANGEMENTS REFLECT POST—CONSTRUCTION EQUIPMENT. _I + PROPOSED DISH ICE a BRIDGE 12.CONTRACTOR SHALL BE RESPONSIBLE FOR AS—BUILT PANEL SCHEDULE AND SITE DRAWINGS. EXISTING 12' WIDE V a.4 EXISTING UTILITY {, = CHAIN—LINK GATE . H—FRAME EXISTING ICE 3i 13.ALL TRENCHES IN COMPOUND TO BE HAND DUG 081974 V:- INSTALL NEW METER r BRIDGE (TYP) p ` ON PROPOSED DISH + �fESS101�` PLATFORM I + 03/17/2022 I I + j O FBR j FBR FBR FBR I—- ^�—" + KRUPAKARAN KOLANDAIVELU,P.E. y i STATE OF NEW YORK PROFESSIONAL ENGINEER LICENSE#091974 PROPOSED FIBER -r..=_. - + - VAULT TO BE ___= UTILIZED BY DISH IT IS A VIOLATION OF LAW FOR ANY PERSON, Wireless AS MMP ''•T,=== _ + UNLESS THEY ARE ACTING UNDER THE DIRECTION (MEET ME POINT) I I � I OF A LICENSED PROFESSIONAL ENGINEER, PROPOSED 2" SCH 40 CONDUIT FROM I I < + TO ALTER THIS DOCUMENT. MMV TO PROPOSED DISH H—FRAME (DISH TO INSTALL CONDUIT) I + ° - (LENGTH: 17't) L—__J DRAWN BY: CHECKED BY:APPROVED BY: + ° JOG BRN TA+ EXISTING i RFDS REV #: --- EQUIPMENT/CABINETS TO ° EXISTING e BE REMOVED EQUIPMENT , PLATFORM CONSTRUCTION EXISTING EQUIPMENT c + ° DOCUMENTS °4' °° PAD n ° ° + _ m SUBMITTALS + ° I REV I DATE DESCRIPTION + 0 11/22/2021 ISSUED FOR CONSTRUCTION 1 03/02/2022 ISSUED FOR CONSTRUCTION °� + i 2 03/10/2022 ISSUED FOR CONSTRUCTION `c 3 03/15/2022 ISSUED FOR CONSTRUCTION 4 03/17/2022 ISSUED FOR CONSTRUCTION A&E PROJECT NUMBER EXISTING CHAIN FENCE 825717 DISH Wireless L.L.C. PROJECT INFORMATION NYNYCO2131A 12585 SOUND AVE. MATTITUCK, NY 11952 SHEET TITLE ELECTRICAL/FIBER ROUTE PLAN AND NOTES a SHEET NUMBER 6 4 p 0 5 10 E-1 UTILITY ROUTE PLAN ELECTRICAL NOTES NO SCALE 2 � GARCON EXPANSION FITTINGS •�= SEE TRENCHING NOTE 1 DISH Wireless L.L.C.t DISH Wireless L.L.C. ess FIBER COUPLING END MALE TERMINAL STD DISTRIBUTION PANEL. ADAPTER END SIZE CTN KFILL PER SITE TRAVEL VARIES PER PROVIDES 12AWG � O 0 WO PART# LENGTH PART NUMBER TRENCHING NOTES WIRE (6' TAIL) PART# QTY. � WORK SPECIFICATIONS PROPOSED DISH Wireless L.L.C. d.* sh v (SEE GENERAL NOTES) TELCO FIBER ENCLOSURE E945D E945DX 1/2" 20 4" 1. CONTRACTOR SHALL RESTORE THE TRENCH TO ITS ORIGINAL SLOPE TO SUIT SOIL E945E E945EX 3/4" 15 4" SUP JOINT CONDITIONS BY EITHER SEEDING CONDITION IN ACCORDANCE (SEE CHART FOR OR SODDING GRASS AREAS, OR WITH LOCAL REGULATIONS :�;4 E945E E945EX 1" 10 4" r 1 PART NUMBER) REPLACING ASPHALT OR CONCRETE SEE TRENCHING NOTE 2 PROPOSED DISH Wireless wirelesses I AREAS TO ITS ORIGINAL CROSS L.L.C. UNISTRUT E945G E945GX 1 1/4" 5 4" I SECTION. /�/ /\ o0 o I TRENCHING SAFETY; INCLUDING, o �\ /\ w DISH Wireless L.L.C. FIBER 2. E945H E945HX 1 1/2" 5 4" I I �\ / o x JUMPER TO CABINET WILL 5701 SOUTH SANTA FIE DRIVE nl BUT NOT LIMITED TO SOIL - / w v¢ NEED TO BE TERMINATED BY LIITLETON, CO 80120 E945,1 E945JX 2" 15 8" CLASSIFICATION, SLOPING, AND m 3< FIBER PROVIDER ON OTHER SHORING, SHALL BE GOVERNED x u /`/ /\ To PROPOSED DISH SIDE OF BULKHEAD/LC TO LC E945K E945KX 2 1/2" 10 8" p- z �' m z o Wireless L.L.C. CONNECTOR WHERE CIRCUIT BY THE CURRENT OSHA wo N o rn 10 AMP DISTRIBUTION IS TERMINATED. I TRENCHING AND EXCAVATION z - �\/, - BREAKER E945E E945EX 3" 10 8" SAFETY STANDARDS. E945M E945MX 3 1/2" 5 8" 3. ALL CONDUITS SHALL BE it wz \ IN IN INSTALLED IN COMPLIANCE WITH > , _ - r7F OSED FIBER PROVIDER / / PROPOSED DISH Wireless L.L.C. 0 LATERAL FROM RIGHT J E945N E94SNX 4'• 5 8" THE CURRENT NATIONAL UTILITY WARNING TAPE 12 AWG WIRE AY TO STREET, N��®E945P E945PX 5" 1 8'• ELECTRIC CODE (NEC) OR AS PROPOSED DISH Wireless L.L.C. INATED TO FDPaNOTE: REQUIRED BY THE LOCAL SAND BEDDING PER SITE 1-1/2" POWER FROM CABINET ` OSED DISH Wireless L.L.C. 4pM (= E945R E945RX 6" " CONTRACTOR TO INSTALL EXPANSION FITTING JURISDICTION, WHICHEVER IS TOTALLY COMMITTEDSLIP JOINT AT METER CENTER CONDUIT WORK SPECIFICATIONS DISH Wireless L.L.C. INSTALLS2" FIBER TO CABINET THE MOST STRINGENT. NB+G ENGINEERING SERVICES,LEG. TERMINATION, AS PER LOCAL UTILITY POLICY, 1-1/2" CONDUITS FOR POWEROPOSED DISH Wireless L.L.C. 6095 n1ARSHALEE DRIVE,SUITE Soo ORDINANCE AND/OR SPECIFIED REQUIREMENT. AND FIBER TO CABINET 2" CONDUIT FROM COMMERCIAL ELKRIDGE,MD 21075 FIBER VAULT (410)712-7092 EXPANSION JOINT DETAIL NO SCALE TYPICAL UNDERGROUND TRENCH DETAIL NO SCALE 2 DARK TELCO BOX - INTERIOR WIRING LAYOUT NO SCALE L3 OF NFW C� Ko i �P O L NOTE: FIBER PROVIDER c PROPOSED FIBER WILL NEED TO PROVIDE AN PROPOSED DISH Wireless L.L.C. NID, IF REQUIRED ADDITIONAL 5FT UNISTRUT, UNISTRUT 2 U—BOLTS WITH 4 NUTS, IN THE EVENT THE ``d og ig7& .BRACKET SPACING DOESN'T p'PoFESS101��' LINE UP WITH CURRENT SPACING BELOW PROPOSED FIBER PROVIDER IN IN OUT 03117f2022 1-1/4" FLEX CONDUITS FIBER PROVIDER TO TERMINATE FIBER PROVIDER TO PUNCH TOP OF KRUPAKARAN KOLANDAIVELU,P.E. POWER TO FIBER PROVIDER NID TELCO OF NEW YORK LCO BOX OF NID ENCLOSURE AND PROPOSED DISH Wireless L.L.C. INSTALL 1-1/4" LIQUID TIGHT PROFESSIONAL ENGINEER 12 AWG WIRE (6' TAIL) CONNECTORS, UL LISTED, NYLON LICENSE#091974 MATERIAL, WITH O—RING GASKET IF Is A VIOLATION OF LAW FOR ANY PERSON, FIBER PROVIDER TO INSTALL UNLESS THEY ARE ACTING UNDER THE DIRECTION PROPOSED DISH Wireless L.L.C. FDP/ELCOEBOXONDUITS& NID BETWEEN OF A LIT tSED ALTER THIS DOCUMENAL NT. NEER, 10 AMP DISTRIBUTION BREAKER PROPOSED DISH Wireless L.L.C. DRAWN BY- CHECKED BY APPROVED BY: PROPOSED DISH Wireless L.L.C. TELCO FIBER ENCLOSURE 12 ANG WIRE �. � PROPOSED DISH Wireless L.L.C. JOG BRN TA 1-1/2" FIBER TO CABINET IN IN 0 REDS REV --- PROPOSED DISH Wireless L.L.C. 0 0 PROPOSED DISH Wireless L.L.C. 1-1/2" POWER FROM CABINET F2- CONDUIT IBER VAULT FROM COMMERCIAL CONSTRUCTION DOCUMENTS LIT TELCO BOX - INTERIOR WIRING LAYOUT (OPTIONAL) NO SCALE 4 NOT USED NO SCALE 5 NOT USED T.0 TCALE 6 SUBMITTALS REV I DATE DESCRIPTION 0 11/22/2021 ISSUEO FOR CONSTRUCTION 1 03/02/2022 ISSUED FOR CONSTRUCTION 2 03/10/2022 ISSUED FOR CONSTRUCTION 3 03/15/2022 ISSUED FOR CONSTRUCTION 4 03/17/2022 ISSUED FOR CONSTRUCTION A&E PROJECT NUMBER 825717 DISH Wireless LL.C. PROJECT INFORMATION NYNYCO2131A 12585 SOUND AVE. MATTITUCK, NY 11952 SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER NOT USED NO SCALE E-2 ] NOT USED NO SCALE � NOT USED NO SCALE 9 NOTES PROPOSED POWER PROTECTIVE CABINET THE ENGINEER OF RECORD HAS PERFORMED ALL REQUIRED SHORT CIRCUIT 120/24OV, 1 PH, SERVICE RATED, ENERSYS NETWORK CABINET CALCULATIONS AND THE AIC RATINGS FOR EACH DEVICE IS ADEQUATE TO PROTECT THE • EXISTING UTILITY COMPANY PAD MOUNTED UTILITY SERVICE ENTRANCE OVERALL UL LISTED POWER CENTER, EQUIPMENT AND THE ELECTRICAL SYSTEM. TRANSFORMER 120/240 VAC 1PH N3R, 55K/10K AIC THE ENGINEER OF RECORD HAS PERFORMED ALL REQUIRED VOLTAGE DROP v CALCULATIONS AND ALL BRANCH CIRCUIT AND FEEDERS COMPLY WITH THE NEC BACKUP MAIN BREAKER WITH NEW WIRE AND CONDUIT PER UTILITY GENERATOR 200A 200A INTERLOCKED GENERATOR (LISTED ON T-1) ARTICLE 210.19(A)(1) FPN N0. 4. sh COMPANY REQUIREMENTS CAMLOCK FEED, 200A 65K AIC GEN PLUG (3) PROPOSED CONDUIT SIZING: AT 40% FILL PER NEC CHAPTER 9, TABLE 4, ARTICLE 358. relesss PROPOSED 200A, 120/24OV, N 0.75" EMT CONDUITS 0.5" CONDUIT — 0.122 SQ. IN AREA M 1—PHASE, NEMA 3R, UTILITY SURGE SUPPRESSION 0.75" CONDUIT — 0.213 SQ. IN AREA COMPANY APPROVED METER DEVICE 100KA SAD/MOV 2.0" CONDUIT — 1.316 SQ. IN AREA ENCLOSURE O7 02 3.0" CONDUIT — 2.907 SO. IN AREA 5701 SOUTH SANTA FE DRIVE GFCI 40A PROPOSED 2 #8, 1 #8 CU GND. CABINET CONVENIENCE OUTLET CONDUCTORS (1 CONDUIT): USING THWN-2, CU. LITTLETON, CO 80120 15A 03 04 FOR RECTIFIERS 1 & 2 NEW 200A, 120/24OV, 1¢3W, SERVICE RATED, 15A OS 06 #10 — 0.0211 SO. IN X 2 = 0.0422 SO. IN FUSIBLE DISCONNECT (NEMA 3R). SPACE 40A PROPOSED 2 8, 8 CU GND. #10 — 0.0211 SQ. IN X 1 = 0.0211 SQ. IN <GROUND (SQUARE D MODEL No. D224NRB/OR EQUIVALENT). 07 08 FOR RECTIFIERS 3 & 4 TOTAL #4 CU (GROUNDING VERIFY COMPATIBILITY WITH LOCAL UTILITY COMPANY. SPACE SHARED GROUND WIRE = 0.0633 SQ. IN ELECTRODE CONDUCTOR) 200 LOCATION OF MAIN BONDING JUMPER. 09 10 SPACE 20A PROPOSED 2 8 8 CU GN 0.5" EMT CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (3) WIRES, 11 12 FOR RECTIFIER 5 INCLUDING GROUND WIRE, AS INDICATED ABOVE. SPACE NE34cl= (3) 3/0 WITH #6 GROUND 13 14 RECTIFIER CONDUCTORS (3 CONDUITS): USING UL1015, CU. IN 3"SCH 40 CONDUIT SPACE 15 16 SPACE #8 — 0.0552 SQ. IN X 2 = 0.1103 SQ. IN SPACE 17 18 SPACE #8 — 0.0131 SQ. IN X 1 = 0.0131 SO. IN <BARE GROUND TOTALLY COMMITTED. SPACE SPACE TOTAL NB+C ENGINEERING SERVICES,LLC. 19 20 (1) PROPOSED = 0.1234 SQ. IN 6095 MARSHALEE DRIVE,SUITE 300 SPACE 21 22 SPACE 0.5" EMT CONDUIT 0.75" EMT CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (3) WIRES. ELKRIDGE,MD 21075 SPACE 23 24 SPACE INCLUDING GROUND WIRE. AS INDICATED ABOVE. (aio)712-7092 SPACE SPACE PPC FEED CONDUCTORS (1 CONDUIT): USING THWN, CU. PROPOSED 2 #10, 1 #10 CU GND. FOR CONVENIENCE OUTLET 3/0 — 0.2679 SO. IN X 3 = 0.8037 SQ. IN #6 — 0.0507 SQ. IN X 1 = 0.0507 SQ. IN <GROUND ( GROUNDING ELECTRODE SHALL BE OF NpK,2 5 NOTE: TOTAL = 0.8544 SO. IN '� ��N KO) /8"0 X 10' LONG GROUND ROD h CONTRACTOR TO REFER TO �P - O SPACED MINIMUM 6' APART FINAL UTILITY DESIGN DETAILS BRANCH CIRCUIT WIRING SUPPLYING RECTIFIERS ARE IT BE RATED UL1015, 1 THW 600V, AND PVC INSULATED. IN THE SIZES SHOWN INCLUDING SCH 40 PVC CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF 4 IN THE ONE—LINE DIAGRAM. CONTRACTOR MAY SUBSTITUTE UL1015 WIRE FOR THWN-2 FOR CONVENIENCE OUTLET BRANCH CIRCUIT. ( ) WIRES, INCLUDING GROUND WIRE, AS INDICATED ABOVE. BREAKERS REQUIRED: (2) 40A, 2P BREAKER — SQUARE D P/N:Q0240 13' (1) 20A, 2P BREAKER — SQUARE D P/N:Q0220 09 ` (1) 20A, 1P BREAKER — SQUARE D P/N:QO120 �FESS101�' 03/17/2022 KRUPAKARAN KOLANDAIVELU,P.E. _ STATE OF NEW YORK PROFESSIONAL ENGINEER PPC ONE-LINE DIAGRAM NO SCALE LICENSE#091974 � 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. JOG BRN TA RFDS REV III!: --- CONSTRUCTION PROPOSED ENERSYS PANEL SCHEDULE DOCUMENTS SUBMITTALS VOLT AMPS VOLT AMPS REV DATE DESCRIPTION LOAD SERVED (WATTS) TRIP C� PHASE C� TRIP (WATTS) LOAD SERVED L7 L2I L1 I L2 /2/202 PPC GFCI OUTLET 180 15A 1 A 2 0 112 1 ISSUED FOR CONSTRUCTION 40A 3840 ENERSYS ALPHA CORDER /2/202 ISSUED FOR CONSTRUCTION ENERSYS GFCI OUTLET 180 15A 3 B 4 3840 RECTIFIERS 1 & 2 1—SPACE— 5 A 6 40A 3840 ENERSYS ALPHA CORDER 2 03/10/2022 ISSUED FOR CONSTRUCTION —SPACE— 7 B 8 3840 RECTIFIER 3 & 4 _ 3 03/15/2022 ISSUED FOR CONSTRUCTION —SPACE— 9 A 10 1920 ENERSYS ALPHA CORDER 4 03/17/2022 ISSUED FOR CONSTRUCTION —SPACE— 11 B 12 20A 1920 RECTIFIER 5 ' —SPACE— 13 A 14 —SPACE— _ —SPACE— 15 B 16 —SPACE- -SPACE— 17 A 18 —SPACE— . —SPACE— 19 B 20 —SPACE- -SPACE— 21 A 22 —SPACE— A&E PROJECT NUMBER —SPACE— 23 B 24 I —SPACE— VOLTAGE AMP 1 180 1 180 1 9500 1 9500 825717 200A MCB, 1'p, 24 SPACE, 120/240V L1 L2 MB RATING: 65.000 AIC 9680 9680 VOLTAGE AMPS DISH Wireless L.L.C.81 81 AMPS 81 1 MAX AMPS PROJECT INFORMATION 102 1 MAX 125% NYNYCO2131 A 12585 SOUND AVE. MATTITUCK, NY 11952 SHEET TITLE ELECTRICAL ONE-LINE, FAULT CALCS & PANEL SCHEDULE SHEET NUMBER E-3 PANEL SCHEDULE NO SCALE 2 NOT USED NO SCALE 3 i I I I PROPOSED I I '{. BUSS BAR I I 0 EXOTHERMIC CONNECTION �T TEST GROUND ROD WITH INSULATORS PROPOSED 4"x12%1/4" TINNED INSPECTION SLEEVE EXISTING I COPPER GROUND BUSSBAR ■ MECHANICAL CONNECTION • TEST WELL T• �- — — I — — — • I - #6 AWG STRANDED & INSULATED GROUND BUS BAR d.sh v / I GROUND ROD - #2 AWG SOLID COPPER TINNED - BUSS BAR INSULATOR ___ - wirelesses BOND PROPOSED EQUIPMENT - y �I �l� \\ II � \ PLATFORM TO PROPOSED o e � l \ \ l GROUNDING ELECTRODE O �!'� \ GROUNDING LEGEND 5701 SOUTH SANTA FE DRIVE SYSTEM (TYP. 4) yms. \ LffTLETON, CO 80120 BOND H-FRAME POST TO tIl'i III�I' EXISTING TOWER GROUND 1. GROUNDING IS SHOWN DIAGRAMMATICALLY ONLY. UNI-STRUT (TYP.) I I _e__ ��IrLn` \ RING (FEILD VERIFY) •� — " e!^�_. I BOND ICE BRIDGE 2. CONTRACTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE SYSTEM. GROUNDING SHALL BE IN i -r-- �srlT ;. ;/' ! 111' SUPPORT POSTS TO COMPLIANCE WITH NEC SECTION 250 AND DISH Wireless L.L.C. GROUNDING AND BONDING EXISTING L-_t-I '.-� 1. l /-,.lii ` ;)I i _ I' I t -i'-r/i�' t-!-;�•-,-t- GROUND RING BOND(.) - - REQUIREMENTS AND MANUFACTURER'S SPECIFICATIONS. CONCRETE PAD !III ''j �il i/l��I�l till!iil 1,1WIIII TY �` ( P ALL POSTS) ,�" ` I'I li TIJ!'�7 EXISTING MONOPOLE\ 3. ALL GROUND CONDUCTORS SHALL BE COPPER; NO ALUMINUM CONDUCTORS SHALL BE USED. EXISTING BURIE� --I'--I-L�-� 1-I-I -I-! y>�I GROUND RING \\ — I � � o � o _ TOTALLY C®NrtlG111TYE� [FT, °___r� `\ NB+C ENGINEERING SERVICES,LLC. #2 TINNED SOLID IN 1/2" Illy I11 {-L�I{»-l- I �.e t o GROUNDING KEY NOTES 6095 MARSHALEE DRIVE,SUITE 3DO MIN. LIQUID TIGHT CONDUIT I!;j f I i ELKRIDGE,MD 21075 FROM 24" BELOW GRADE (410)712-7092 TO WITHIN 3"TO 6" OF ?_ 'x ..L'I' J. ,_tXl .v: ' I EXTERIOR GROUND RING: 2 AWG SOLID COPPER, BURIED AT A DEPTH OF AT LEAST 30 INCHES BELOW CAD-WELD TERMINATION I 1-71 II! ? H.I I!tl I ' O GRADE, OR 6 INCHES BELOW THE FROST LINE AND APPROXIMATELY 24 INCHES FROM THE EXTERIOR WALL POINT. EXPOSED END OF I_I I !-� ._ OR FOOTING. THE LIQUID TIGHT CONDUIT i'II ��ii'i' MUST BE SEALED WITH Ir��� � Qp OO . T SILICONE CAULK. (TYP) I e>� I �' l _ _ — — — _ I TOWER GROUND RING: HE GROUND RING SYSTEM SHALL BE INSTALLED AROUND AN ANTENNA TOWER'S LEGS, f 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 / BUILDING RING GROUND SYSTEM USING MINIMUM #2 AWG SOLID COPPER CONDUCTORS. INTERIOR GROUND RING: #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTOR EXTENDED AROUND THE y� PERIMETER OF THE EQUIPMENT AREA. ALL NON-TELECOMMUNICATIONS RELATED METALLIC OBJECTS FOUND -0 Oal & WITHIN A SITE SHALL BE GROUNDED TO THE INTERIOR GROUND RING WITH #6 AWG STRANDED GREEN p�FESSIOT��" I I EXISTING EQUIPMENT GROUND RING TO INSULATED CONDUCTOR. BOND EQUIPMENT AS I I EXISTING TOWER GROUND RING (TOTAL 2) O o3r17nozz REQUIRED BY MANUFACTURER i D BOND TO INTERIOR GROUND RING: #2 AWG SOLID TINNED COPPER WIRE PRIMARY BONDS SHALL BE PROVIDED AT LEAST AT FOUR POINTS ON THE INTERIOR GROUND RING, LOCATED AT THE CORNERS OF THE I - BUILDING. I I KRUPAKARAN KOLANDAIVELU,P.E. - ---- STATE OF NEW YORK E GROUND ROD: UL LISTED COPPER CLAD STEEL. MINIMUM 1/2" DIAMETER BY EIGHT FEET LONG. GROUND PROFESSIONAL ENGINEER TYPICAL EQUIPMENT GROUNDING PLAN NO SCALE 1 RODS SHALL BE INSTALLED WITH INSPECTION SLEEVES. GROUND RODS SHALL BE DRIVEN TO THE DEPTH OF LICENSE#091974 GROUND RING CONDUCTOR. NOTES O CELL REFERENCE GROUND,BAR. POINT OF GROUND REFERENCE FOR ALL COMMUNICATIONS EQUIPMENT ITIS A VIOLATION OF LAW FOR ANY PERSON, FRAMES. ALL BONDS ARE ADE WITH #2 AWG UNLESS NOTED OTHERWISE STRANDED GREEN INSULATED UNLESS THEY ARE ACTING UNDER THE DIRECTION COPPER CONDUCTORS. BOND TO GROUND RING WITH 2 OF A LICENSED PROFESSIONAL ENGINEER, ANTENNAS AND OVP SHOWN ARE GENERIC AND NOT ( ) #2 SOLID TINNED COPPER CONDUCTORS. TO ALTER THIS DOCUMENT. REFERENCING TO A SPECIFIC MANUFACTURER. THIS LAYOUT IS FOR REFERENCE PURPOSES ONLY O HATCH PLATE GROUND BAR, BOND TO THE INTERIOR GROUND RING WITH TWO #2 AWG STRANDED GREEN DRAWN BY: CHECKED BY:APPROVED BY: PROPOSED #2 AWG STRANDED INSULATED COPPER CONDUCTORS. WHEN A HATCH-PLATE AND A CELL REFERENCE GROUND BAR ARE BOTH COPPER GREEN INSULATED (TYP) PRESENT. THE CRGB MUST BE CONNECTED TO THE HATCH-PLATE AND TO THE INTERIOR GROUND RING JOG BRN TA USING (2) TWO #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTORS EACH. RFDS REV #: --- OEXTERIOR CABLE ENTRY PORT GROUND BARS LOCATED AT 1HE ENTRANCE TO THE CELL SITE BUILDING. BOND TO GROUND RING WITH A #2 AWG SOLID TINNED COPPER CONDUCTORS WITH AN EXOTHERMIC WELD AND CONSTRUCTION INSPECTION SLEEVE. / = PROPOSED UPPER TOWER / - GROUND BAR O TELCO GROUND BAR: BOND TO BOTH CELL REFERENCE GROUND BAR OR EXTERIOR GROUND RING. DOCUMENTS I 1 = O FRAME BONDING: THE BONDING POINT FOR TELECOM EQUIPMENT FRAMES SHALL BE THE GROUND BUS THAT SUBMITTALS IS NOT ISOLATED FROM THE EQUIPMENTS METAL FRAMEWORK. REV I DATE DESCRIPTION \ O INTERIOR UNIT BONDS: METAL FRAMES, CABINETS AND INDIVIDUAL METALLIC UNITS LOCATED WITH THE AREA 0 11/22/2021 ISSUED FOR CONSTRUCTION OF THE INTERIOR GROUND RING REQUIRE A #6 AWG STRANDED GREEN INSULATED COPPER BOND TO THE 1 03/02/2022 ISSUED FOR CONSTRUCTION INTERIOR GROUND RING. / \ 2 03/10/2022 ISSUED FOR CONSTRUCTION FENCE AND GATE GROUNDING METAL FENCES WITHIN 7 FEET OF THE EXTERIOR GROUND RING OR OBJECTS 3 03/15/2022 .ISSUED FOR CONSTRUCTION / / BONDED TO THE EXTERIOR GROUND RING SHALL BE BONDED TO THE GROUND RING WITH A #2 AWG SOLID 4 03/17/2022 ISSUED FOR CONSTRUCTION PROPOSED BUSS BAR TINNED COPPER CONDUCTOR AT AN INTERVAL NOT EXCEEDING 25 FEET. BONDS SHALL BE MADE AT EACH / (TYP,) GATE POST AND ACROSS GATE OPENINGS. / EXTERIOR UNIT BONDS. METALLIC OBJECTS, EXTERNAL TO OR MOUNTED TO THE BUILDING, SHALL BE BONDED I .PROPOSED 4"x6"x1/4" COPPER O TO THE EXTERIOR GROUND RING. USING #2 TINNED SOLID COPPER WIRE A&E PROJECT NUMBER / \ SECTOR GROUND BUSSBAR 5257�7 TYP OF 3) O ICE BRIDGE SUPPORTS: EACH ICE BRIDGE LEG SHALL BE BONDED TO THE GROUND RING WITH #2 AWG BARE TINNED COPPER CONDUCTOR. PROVIDE EXOTHERMIC WELDS AT BOTH THE ICE BRIDGE LEG AND BURIED 1 GROUND RING. DISH Wireless LL.C. \ PROJECT INFORMATION 1 \ \ DURING ALL DC POWER SYSTEM CHANGES INCLUDING DC SYSTEM CHANGE OUTS, RECTIFIER REPLACEMENTS \ O OR ADDITIONS, BREAKER DISTRIBUTION CHANGES, BATTERY ADDITIONS, BATTERY REPLACEMENTS AND NYNYCO2131 A INSTALLATIONS OR CHANGES TO DC CONVERTER SYSTEMS IT SHALL BE REQUIRED THAT SERVICE 12585 SOUND AVE. CONTRACTORS VERIFY ALL DC POWER SYSTEMS ARE EQUIPPED WITH A MASTER DC SYSTEM RETURN GROUND RCONDUCTOR EFERENCE GROM HEE�DC POWER SYSTEM COMMON RETURN BUS DIRECTLY CONNECTED TO THE CELL SITE MATTITUCK, NY 11952 TOWER TOP COLLECTOR BUSS BAR IS TO BE MECHANICALLY BONDED TO PROPOSED ANTENNA MOUNT COLLAR. SHEET TITLE REFER TO DISH Wireless L.L.C. GROUNDING NOTES. GROUNDING PLANSAND NOTES SHEET NUMBER G-1 TYPICAL ANTENNA GROUNDING PLAN NO SCALE 2 GROUNDING KEY NOTES NO SCALE 3 11��t PROPOSED GPS UNIT NOTES NOTESl) ;• f EQUIPMENT CABINET OMITTED FOR CLARITY / CABLE GROUNDING NOT REQUIRED WHEN • ANTENNA IS LESS THAN 10' FROM CABINET ____ vsh �------------------------L PROPOSED GPS UNIT 1 rPRI POSED 200AMP METER SOCKET 1 I �nnreless- PROPOSED PIPE COLUMN i PROPOSED POST I ° CONDUCTOR TOGROUND 5701 SOUTH SANTA FE DRIVE O 1 j PROPOSED GPS UNIT LJTTLEfON, CO 80120 Id 11 MOUNT OR APPROVED I PROPOSED DISH B I., I EQUIVALENT I PROPOSED PIPE CLAMPS OO 11 Wireless L.L.C. '1 POWER 1 I PROTECTIVE I Q O CABINET I I a RESERVED SPACE FIBER NID, I 11 IF REQUIRED I 11 1 n O I I 0 NailmC: I 1 e TOTALLY COMMITTED.1 COAX CABLE A DIUS 1 I.I.C.+C ENGINEERING SERVICES,I.I.C.-MINIMUM BENDING RA ��` ARSHALEE DRIVE,SUITE 300 PER CABLE MANUFACTURER'S 6095 M '1 ______ SPECIFICATIONS ELKRIDGE,MD 21075 1 y I C- 1�� -- TO GROUND (410)712-7092 PROPOSED 1 _ TYPICAL GPS UNIT GROUNDING NO SCALE 2 DISH III Wireless III''i L.L.C./III I I II SAFETY OF Nfy. SWITCHt xn J, / 1 1 ON PROPOSED TELCO �a c FIBER ENCLOSURE 9197 �FESSI------------------- OT'p' LJ I (' PROPOSED #2 AWG TIE 03/1712022 i i II y '0 0 INTO GROUND RING (TYP) 1 f #1 I KRUPAKARAN KOLANDAIVELU,P.E. �� 1 I ' I 1 I ` ✓✓✓ PROPOSED PLATFORM STATE OF NEW YORK PROFESSIONAL ENGINEER J{2 TINNED SOLID IN 1/2" MIN. LIQUID 1 p TIGHT CONDUIT FROM 24" BELOW GRADE o ° o o GROUND O O■�o / o o ° o LICENSE#09197it TO WITHIN 3"TO 6" OF CAD—WELD N/ O o o BUSS BAR O O O O O o 0 0 `\�\ TERMINATION POINT. EXPOSED END OF I THE LIQUID TIGHT CONDUIT MUST BE / j I �� R IS A VIDIATON OF LAW FOR ANY PERSON, SEALED WITH SILICONE CAULK. (TYP) BOND EQUIPMENT / \\ I I I I 1 I UNLESS THEY ARE ACTING UNDER THE DIRECTION GROUND BAR TO ! I�--I.� I I OF A LICENSED PROFESSIONAL ENGINEER, L ( GROUNDING I j I 1 TO ALTER THIS DOCUMENT. l 1I7 ELECTRODE �I I I V _ I SYSTEM (TYP) I I I I PROPOSED GROUND RING L DRAWN BY: CHECKED BY:APPROVED BY: 00 JQG BRIM TA RFDS REV /I,` .< �< '\ / j r`. \', /` �� / !`: / 1• BASE CONNECTION (\/ `PROPOSED #: # 2 GROUND GROUND RING CONSTRUCTION DOCUMENTS H—FRAME GROUNDING DETAIL NO SCALE 1 OUTDOOR CABINET GROUNDING NO SCALE 3 SUBMITTALS 12" DIA x 24" DEEP REV DATE DESCRIPTION #2 TINNED SOLID IN 1/2" MIN. LIQUID INSPECTION SLEEVE PVC 0 11/22/2021 ISSUED FOR CONSTRUCTION TIGHT CONDUIT FROM 24" BELOW GRADE ¢ x OR SOIL PIPE WITH CAP 1 03/02/2022 ISSUED FOR CONSTRUCTION TO WITHIN 3' TO 6" OF CAD—WELD 4 PIPE OR EQUIVALENT z o3/10/2Dz2 ISSUED FOR CONSTRUCTION TERMINATION POINT. EXPOSED END OF - 1'_p" THE LIQUID TIGHT CONDUIT MUST BE /� 3 03/15/2022 ISSUED FOR CONSTRUCTION SEALED WITH SILICONE CAULKit / FINISHED GRADE INCLUDE WARNING TAPE WITH ° .°. - ° _ 4 03/17/2022 ISSUED FOR CONSTRUCTgN o°oo o°o'� BACKFILL PER SPECIFICATIONS GRADE 3 a o, °0Ld A&E PROJECT NUMBER j\ o825717 EXOTHERMIC CONNECTION w ui �,'`_.;j.• .``. -l/ / `/, 'ED S . .. DISH Wireless LLC. TONE EQUALCFILL HT ST WELL�0 o w / /\ `�\. \. PROJECT INFORMATION WITHIN 2" OF TOP OF o o= '�!.- - /j// GROUNDING LOOP CONDUCTOR - "_ '% ���*; � /'.`•�%'. NYNYCO2131A CADWEL (TYP) 1 I GROUND RING \\ / ` n 3 '• \ GROUND RING, �/2 AWG = i,, ;. /\ 12585 SOUND AVE. —_ I BARE TINNED COPERCONDUC OR MATTITUCK, NY 11952P :�� TIE INTO EXISTING #2 AWG SOLID TINNED !\.; \/ /\,• / SHEET TITLE f r \r \//•'•/ I COPPER CONDUCTOR GROUND RING '•� L_J EXTERIOR GROUND RING -/j•,;•./,`.\j \ /' GROUNDING DETAILS GROUND ROD, 1/2" MIN. x 8'-0" LONG COPPER CLAD STEEL (ERICO #625880) SHEET NUMBER G-2 TRANSITIONING GROUND DETAIL NO SCALE 4 TYPICAL TEST GROUND ROD WITH INSPECTION SLEEVE NO SCALE 5 TYPICAL GROUND RING TRENCH NO SCALE 6 EXTERNAL CLOSED BARREL. FOR ALL BLACK HEAT CONDUCTOR INSULATION TO EXTERNAL INSPECTION WINDOW IN CLEAR HEAT CONDUCTOR INSULATION TO d.* sh 1. EXOTHERMIC WELD (2) TWO, �2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUND TOOTHED EXTERIOR TWO-HOLE SHRINK UV CONNECTORS BUTT UP AGAINST THE TOOTHED BARREL. REQUIRED FOR SHRINK BUTT UP AGAINST THE BAR.R RATED CONNECTOR BARREL ALL INTERIOR TWO-HOLE CONNECTOR BARREL WELD.'ROUTE CONDUCTORS TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC CONNECTORS 2. ALL EXTERIOR GROUNDING HARDWARE SHALL BE STAINLESS STEEL 3/8" DIAMETER OR LARGER. 3/8" DIA zl 1/2" 3/8" DIA x1 1/2" ALL HARDWARE STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. S/S NUT S/S NUT 3. FOR GROUND BOND TO STEEL ONLY: COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. S/S LOCK S/S LOCK wireless v — - WASHER WASHER ------- 5701 SOUTH SANTA FIE DRIVE 4. DO NOT INSTALL CABLE GROUNDING KIT AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR --- DOWN TO GROUNDING BUS. S/S SAT JJfj11 ------ s/5 FLAT 1J1111 --- �TnE�ON. CO BG,ZD 5. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND BAR AND BOLTED ON WASHER WASHER THE BACK SIDE. --- ------- TINNED'COPPER - ------- TINNED COPPER 6. ALL GROUNDING PARTS AND EQUIPMENT TO BE SUPPLIED AND INSTALLED BY CONTRACTOR. S/S FLAT GROUNDING BAR --- GROUNDING BAR --- ------- S/S FLAT ------- WASHER JJff�� WASHER JJJfl� 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUND BAR AS REQUIRED. 8. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8"OF THE BARREL (NO SHINERS). (I OF 2)BOLT S/S BOLT (1 OF 2) Na+= (1 TOTALLY �..p COMMITTED. 4q1� 1/16" MINIMUM SPACING 1/16" MINIMUM SPACING TIOTALLY COMMI 1 E ED Ne+C ENGINEERING SERVICES,LLC. 6095 MARSHALEE DRIVE,SUITE 300 ELKRIDGE,MD 21075 (410)712-7092 TYPICAL GROUNDING NOTES NO SCALE TYPICAL EXTERIOR TWO HOLE LUG TNO SCALE 2 TYPICAL INTERIOR TWO HOLE LUG NO SCALE 3 OF tv NOTE: MINIMUM OF 3 THREADS S/S BOLT (TYP) ... TO BE VISIBLE (TYP) ys r S/S SPLIT WASHER (TYP) ``d 091974 S/S FLAT WASHER (TYP) _ P�FFSS I01��' 03117Y2022 2 HOLE LONG BARREL TINNED SOLID COPPER KRUPAKARAN KOLANDAIVELU,P.E. LUG (TYP) STATE OF NEW YORK S/S FLAT WASHER (TYP) PROFESSIONAL ENGINEER IN COATED SOLID LICENSE#091974 COPPER BUS BAR S/S NUT (TYP) CHERRY INSULATOR IT IS A VIOLATION OF LAW FOR ANY PERSON, INSTALLEDIF REQUIRED UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY:APPROVED BY.- JOG BRN TA RFDS REV #: _-- CONSTRUCTION DOCUMENTS � LUG DETAIL No SCALE 4 NOT USED ND SCALE 5 NOT USED NO SCALE 6 ISUBMIT&FALS ]REV DATE 0 11/22/2021NSTRUCTION1 03/02/2022NSTRUCTION2 03/10/2022STRUCTION 3 03/15/2022 ISSUED FOR CONSTRUCTION 4 03/17/2022 ISSUED FOR CONSTRUCTION A&E PROJECT NUMBER 825717 DISH Wireless LLC. PROJECT INFORMATION NYNYCO2131A 12585 SOUND AVE. MATTITUCK, NY 11952 SHEET TITLE GROUNDING DETAILS SHEET NUMBER NOT USED NO SCALE G-3 7 NOT USED TN. SCALE $ NOT USED NO SCALE 9 LOW BANDS (N71+N26) AWS HYBRID DISCREET CABLES OPTIONAL - (N29) (N6s+N70+H—BLOCK) / 3/4" TAPE WIDTHS WITH 3/4" SPACING � BETA RRH' GAMMA RRH ORANGE LOW-BAND RRH d .0 s h PORT 1 PORT 2 PORT 3 PORT 4 jS-N1T PORT 2 PORT 3 PORT 4PORT 1PORT 2PORT 3 PORT 4 (600 MHz N71 BAND) + ) + SLANTSLANT + SLANTLANT - SLANT + SLANT - SLANT + SLANT - SLANT + SLANT - SLANTWlrelessn(850 MHz N26 BAND) +(700 MHz N29 BAND) - OPTIONAL PER MARKETADD FREQUENCY COLOR TO SECTOR BAND RED RED RED RED BLUE BLUEBLUE GREEN GREEN GREEN GREENCBRS TECH NEGATIVE SLANT PORT5701 SOUTH SANTA FE DRIVE (CBRS WILL USE YELLOW BAND) (3 GHz) ON ANT/RRH LITTLETON, CO 80120 RANGE RED RED ORANGE BLUE BLUE ORANGE ORANGE GREEN GREENYELLOW-R GE ORANGE - HI ORANGE ORANGE - HI ORANGE ORANGE HITE PORT - HIT - HIT POR ALPHA SECTOR BETA SECTOR GAMMA SECTOR Nc= �■ MID-BAND RRH (AWS BANDS N66+N70) RED RED RFD BLUE BLUE BLUE BLUE GREEN JREEN GREEN GRE BLUE GREEN TOTALLY COMMITTED. ADD FREQUENCY COLOR TO SECTOR BAND NB-C ENGINEERING SERVICES,LLC. 6095 MARSHALEE DRIVE,SUITE 3D0 (CBRS WILL USE YELLOW BANDS) RPLE RED RED PURPLE PURPLE BLUE BLUE PURPLEGREEN GRE ELKRIDGE,MD 21075 (410)712-7092 - HPORT RPLE PURE. - HPORT PURPLE PURPLE RPLE PUR COLOR IDENTIFIER 2 HPOR i_,...,r i_,;T -1HPOR HYBRID/DISCREET CABLES EXAMPLE 1 EXAMPLE 2 EXAMPLE 3 CANISTER °> At COAX{1 COAX A2 INCLUDE SECTOR BANDS BEING SUPPORTED (ALPHA) (ALPHA) ALONG WITH FREQUENCY BANDS. oelyi� EXAMPLE 1 - HYBRID, OR DISCREET, SUPPORTS RED RED 'ESSITII�V ALL SECTORS, BOTH LOW-BANDS AND MID-BANDS. 031172022 EXAMPLE 2 - HYBRID, OR DISCREET, SUPPORTS GREEN GREEN RED CBRS ONLY, ALL SECTORS. EXAMPLE 3 - MAIN COAX WITH GROUND YELLOW KRUPAKARAN KOLANDAIVELU,P.E. MOUNTED RRHs. STATE OF NEW YORK PROFESSIONAL ENGINEER LICENSE#091974 FIBER JUMPERS TO RRHs LOW BAND RRH MID BAND RRH LOW BAND RRH MID BANG RRH LOW BAND RRH MID BAND RRH U IT IS A VIOLATION OF LAW FOR ANY PERSDN, NLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, LOW-BAND HHR FIBER CABLES HAVE SECTOR TO ALTER THIS DOCUMENT. STRIPE ONLY. RED :RAN BLGRE P ORAN DRAWN BY: CHECKED BY:APPROVED BY: 1 JOG BRN TA POWER CABLES TO RRHs LOW BAND RRH MID BAND RFH LOW BAND RRH MID BAND RRH LOW BAWD RRH MID BAND RRH REDS REV ;: --- LOW-BAND RRH POWER CABLES HAVE SECTOR. STRIPE ONLY CONSTRUCTION RED EP.RPL-E BLUE BLUE GREEN GREEN DOCUMENTS ORANGE ORANGE PURPLE ORANGE PURPLE NOT USED 3 SUBMITTALS -- REV DATE DESCRIPTION RET MOTORS AT ANTENNAS ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 0 T1/22/2021 ISSUED FOR CONSTRUCTION MID BAND LOW BAND MID BAND LOW BAND MID BAND LOW BAND t 03/02/2022 ISSUED FOR CONSTRUCTION RET CONTROL HANDLED BY THE MID-BAND IN IN IN IN IN IN RRH WHEN ONEE SET OF RET PORTS EXIST ON ANTENNA, 2 03/10/2022 ISSUED FOR CONSTRUCTION SEPARATE RET CABLES ARE USED WHEN 3 03/15/2022 ISSUED FOR CONSTRUCTION BLUE BLUE GREEN GREEN ANTENNA PORTS PROVIDE INPUTS FOR BOTH 4 03/17/2022 ISSUED FOR CONSTRUCTION LOW AND MID BANDS. PURPLE ORANGE PURPLE ORANGE A&E PROJECT NUMBER MICROWAVE RADIO LINKS FORWARD AZIMUTH OF 0-120 DEGREES FORWARD AZIMUTH OF 120-240 DEGREES FORWARD AZIMUTH OF 240-359 DEGREES 825717 -INKS WILL HAVE A 1.5-2 INCH WHITE WRAP PRIMARY SECONDARY PRIMARY SECONDARY PRIMARY SECONDARY KITH THE AZIMUTH COLOR OVERLAPPING IN THE DISH Wireless L.L.C. vJDDLE. PROJECT INFORMATION ADD ADDITIONAL SECTOR COLOR BANDS FOR +n1ITE WHITE WHITE WHITE WHITE WHITE -ACH ADDITIONAL MW RADIO. GREEN GREEN NYNYCO2131 A 'AICROWAVE CABLES WILL REQUIRE P-TOUCH WHITE WHITE wHUE wwTE WHITE WHITE 12585 SOUND AVE. .ABELS INSIDE THE CABINET TO IDENTIFY THE BLUE GR MATTITUCK, NY 11952 OCAL AND REMOTE SITE ID's. WHITE WHITE WHITE SHEET TITLE RF CABLE COLOR CODES SHEET NUMBER RF-1 RE CABLE COLOR CODES NOT USED 4 IN INCH EXOTHERMIC CONNECTION AS ANCHOR BOLTABV ABOVE INT INTERIOR MECHANICAL CONNECTION ■ AC ALTERNATING CURRENT LB(S) POUND(S) d.* sh BUSS BAR INSULATOR - ADDL ADDITIONAL LF LINEAR FEET AFF ABOVE FINISHED FLOOR LTE LONG TERM EVOLUTION CHEMICAL ELECTROLYTIC GROUNDING SYSTEM e AFG ABOVE FINISHED GRADE MAS MASONRY taw TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM O T AGL ABOVE GROUND LEVEL MAX MAXIMUM AIC AMPERAGE INTERRUPTION CAPACITY MB MACHINE BOLT EXOTHERMIC WITH INSPECTION SLEEVE ❑� ALUM ALUMINUM MECH MECHANICAL wWreless- GROUNDING BAR ALT ALTERNATE MFR MANUFACTURER I ANT ANTENNA MGB MASTER GROUND BAR 5701 SOUTH SANTA FE DRIVE GROUND ROD IIF-� APPROX APPROXIMATE MIN MINIMUM LITTLETON, CO 80120 II TEST GROUND ROD WITH INSPECTION SLEEVE +N T ARCH ARCHITECTURAL MISC MISCELLANEOUS ATS AUTOMATIC TRANSFER SWITCH MTL METAL AWG AMERICAN WIRE GAUGE SINGLE POLE SWITCH MTS MANUAL TRANSFER SWITCH $ GATT BATTERY MW MICROWAVE /��J�/� BLDG BUILDING NEC NATIONAL ELECTRIC CODE DUPLEX RECEPTACLE BLK BLOCK NM NEWTON METERS SLKG BLOCKING NO. NUMBER DUPLEX GFCI RECEPTACLE BM BEAM p p!q COMMITTED. a �,044 �------, BTC BARE TINNED COPPER CONDUCTOR NTS NOT NUMBER SCALE TOTALLY CO MI 1 1 ED FLUORESCENT LIGHTING FIXTURE I F I BOF BOTTOM OF FOOTING(2) TWO LAMPS 48-TB OC ON-CENTER NB-C ENGINEERING SERVICES,LLC. L-----J CAB CABINET 6095 MARSHALEE DRIVE,SUITE 300 OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION ELKRIOGE,MD 21075 SMOKE DETECTION (DC) SD CANT CANTILEVERED OPNG OPENING (410)712-7092 CHG CHARGING CLG CEILING P/C PRECAST CONCRETE PCs PERSONAL COMMUNICATION SERVICES EMERGENCY LIGHTING (DC) CUR CLEAR COL COLUMN PCU PRIMARY CONTROL UNIT SECURITY LIGHT W/PHOTOCELL LITHONIA ALXW COMM COMMON PRC PRIMARY RADIO CABINET OF NfW LED-1-25A400/51 K-SR4-120-PE-DDBTXD CONC CONCRETE PP POLARIZING PRESERVING Pt`� x0t1 /o CHAIN LINK FENCE % x X X PSF POUNDS PER SQUARE FOOT NSTR CONSTRUCTION c PSI POUNDS PER SQUARE INCH * DBL DOUBLE WOOD/WROUGHT IRON FENCE p ❑ ❑ ❑ p ❑ DC DIRECT CURRENT PT PRESSURE TREATED r PWR POWER CABINET Fo 091974 WALL STRUCTURE DEPi DEPARTMENT pTY QUANTITY p�fESS LOt1P\'� DF DOUGLAS FIR LEASE AREA — — — — — — — — — — — — — CIA DIAMETER RAD RADIUS 03/17/2022 PROPERTY LINE (PL) - - - - - - DIAG DIAGONAL RECT RECTIFIER REF REFERENCE --- DIM DIMENSION KRUPAKARAN KOLANDAIVELU,P.E. SETBACKS -- --- ----- DWG DRAWING REINF REINFORCEMENT STATE OF NEW YORK REQ'D ICE BRIDGE REQUIRED PROFESSIONAL ENGINEER EA A DOWEL - E EACH REi REMOTE ELECTRIC TILT LICENSE#091974 CABLE TRAY EC ELECTRICAL CONDUCTOR RF RADIO FREQUENCY RMC RIGID METALLIC CONDUIT IT IS A VIOLATION OF LAW FOR ANY PERSON. WATER LINE W W W W W EL. ELEVATION UNLESS THEY ARE ACTING UNDER THE DIRECTION ELEC ELECTRICAL RRH REMOTE RADIO HEAD OF A LICENSED PROFESSIONAL ENGINEER. UNDERGROUND POWER — UGP— UGP— UGP— UGP— UGP EMT ELECTRICAL METALLIC TUBING RRU REMOTE RADIO UNIT TO ALTER THIS DOCUMENT. UNDERGROUND TELCO — UGT — UGT — UGT — UGT — UGT ENG ENGINEER RWY RACEWAY DRAWN BY: CHECKED BY:APPROVED BY: OVERHEAD POWER OHP OHP OHP OHP EQ EQUAL SCH SCHEDULE EXP EXPANSION SHT SHEET JOG BRN TA OVERHEAD TELCO OHT OH7 OHT OHT EXT EXTERIOR SIAD SMART INTEGRATED ACCESS DEVICE RFDS REV $: --- EW EACH WAY SIM SIMILAR UNDERGROUND TELCO/POWER UGT/P UGT/P UGT/P UGT/P FAB FABRICATION SPEC SPECIFICATION CONSTRUCTION ABOVE GROUND POWER —AGP —AGP —AGP —AGP —AGP FF , FINISH FLOOR SO SQUARE DOCUMENTS ABOVE GROUND TELCO AGT AGT AGT AGT AGT — FG FINISH GRADE SS STAINLESS STEEL FIF FACILITY INTERFACE FRAME STD STANDARD ABOVE GROUND TELCO/POWER —AGT/P AGT/P —AGT/P —AGT/P FIN FINISHED) STL STEEL SUBMITTALS FLR FLOOR TEMP TEMPORARY REV DATE DESCRIPTION WORKPOINT THK THICKNESS 0 11/22/2021 ISSUED FOR CONSTRUCTION W.P. FDN FOUNDATION SECTION REFERENCE TMA TOWER MOUNTED AMPLIFIER 1 03/02/2022 ISSUED FOR CONSTRUCTION FOM FACE OF MASONRY xx FOC FACE OF CONCRETE TN TOE NAIL 2 03/10/2022 ISSUED FOR CONSTRUCTION FOS FACE OF STUD TOA TOP OF ANTENNA 3 03/15/2022 ISSUED FOR CONSTRUCTION DETAIL REFERENCE TR TOC TOP OF CURB 4 03/17/2022 ISSUED FOR CONSUCTION X-X FOW FACE OF WALL TOF TOP OF FOUNDATION FS FINISH SURFACE FT FOOT TOP TOP OF PLATE (PARAPET) FTG FOOTING 7OS TOP OF STEEL A&E PROJECT NUMBER GA GAUGE TOW TOP OF WALL 825717 GEN GENERATOR TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION GFCI GROUND FAULT CIRCUIT INTERRUPTER TYP TYPICAL DISH Wireless L.L.C. GLB GLUE LAMINATED BEAM UG UNDERGROUND PROJECT INFORMATION GLV GALVANIZED UL UNDERWRITERS LABORATORY NYNYCO2131 A GPS GLOBAL POSITIONING SYSTEM UNO UNLESS NOTED OTHERWISE 12585 SOUND AVE. GND GROUND UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM GSM GLOBAL SYSTEM FOR MOBILE UPS UNITERRUPTIBLE POWER SYSTEM (DC POWER PLANT) MAT TITUCK, NY 11952 HDG HOT DIPPED GALVANIZED VIF VERIFIED IN FIELD HDR HEADER W WIDE SHEET TITLE HGR HANGER W/ WITH LEGEND AND HVAC HEAT/VENTILATION/AIR CONDITIONING WD WOOD ABBREVIATIONS HT HEIGHT WP WEATHERPROOF IGR INTERIOR GROUND RING WT WEIGHT SHEET NUMBER LEGEND ABBREVIATIONS GN-1 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 v L.L.C. AND TOWER OWNER NOC & THE DISH Wireless L.L.C. AND TOWER OWNER CONSTRUCTION MANAGER. 2. "LOOK UP" - DISH Wireless L.L.C. AND TOWER OWNER SAFETY CLIMB REQUIREMENT: CARRIER:DISH Wireless L.L.C. d..,sh THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL STAGES TOWER OWNER:TOWER OWNER 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 Wheless. 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 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 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 LITLETON, 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 NiBafm= 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. TOTALLY COMMITTED. 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 NB+CENGINEERING SERVICES,I.i.C. AND 6095 MARSHALEE DRIVE,SUITE 300 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 ELKRIDGE,MD 21075 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 I4101712-7092 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/TIA-1019-A-2012 "STANDARD FOR FIELD VERIFY THE DIMENSIONS, MEASUREMENTS, AND/OR CLEARANCES SHOWN IN THE CONSTRUCTION DRAWINGS PRIOR TO OF NE 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 y� c 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 L.L.C. AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH CHANGE OF INSTALLATION. 6. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY FOp�Ogig74 ` fESS10� 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 03n7n022 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 KRUPAKARAN KOLANDAIVELU,P.E. OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, STATE OF NEW YORK 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS ORDINANCES AND APPLICABLE REGULATIONS. PROFESSIONAL ENGINEER UNLESS SPECIFICALLY STATED OTHERWISE. LICENSE#091974 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 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 PROFESSIONAL ENGINEER, 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 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 JQG BRN TA FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E) CONSTRUCTION SAFETY OF INSTALLATION. : PROCEDURES. 11. CONTRACTOR IS TO PERFORM A SITE INVESTIGATION, BEFORE SUBMITTING BIDS, TO DETERMINE THE BEST ROUTING OF ALL RFDS REV 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 LATEST APPROVED REVISION. DOCUMENTS THE CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH AT THE COMPLETION OF 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY 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 REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER' REV DATE DESCRIPTION S DESIGNATED LOCATION. 13. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE o 11/22/2021 ISSUED FOR CONSTRUCTION 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 1 03/02/2022 ISSUED FOR CONSTRUCTION THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF DISH Wireless L.L.C. AND TOWER OWNER, AND/OR LOCAL UTILITIES. BASIS. 2 03/10/2022 ISSUED FOR CONSTRUCTION 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE 3 03/15/2022 ISSUED FOR CONSTRUCTION REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EQUIPMENT, ROOMS, AND SHELTERS. 4 03/17/2022 ISSUED FOR CONSTRUCTION 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. 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR 825717 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 NYNYCO2131 A REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. 12585 SOUND AVE. 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY MATTITUCK, NY 119552 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 (�AN�� BE PLACED IN ANY FILL OR EMBANKMENT. v 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 psf. 18. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION 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. WlreleSS� 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 NEC. 5701 SOUTH FE DRIVE BASED ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE TYPE II PORTLAND CEMENT WITH A UTTLETON, CO 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 (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 Na4m= #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 MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR ®Ir�G�II4Y�® 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO PREVENT CONCRETE, PLASTER OR DIRT TOTALLY DRAWINGS: FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED NB+C ENGINEERING SERVICES,LLC. • CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. 6095 MARSHALEE DRIVE,SUITE 3D0 ELKRIDGE,AID 27075 • CONCRETE EXPOSED TO EARTH OR WEATHER: 24. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET (410)712-7092 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 EXCEED UL 514A AND NEMA OS 1 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR tiPS KDo • CONCRETE NOT EXPOSED TO EARTH OR WEATHER: BETTER) FOR EXTERIOR LOCATIONS. 5 �yLp� • 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. os19T+ ' 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 p�FESS1 IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. TOWER OWNER BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 28. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE 03/17/2022 ELECTRICAL INSTALLATION NOTES: WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. KRUPAKARAN KOLANDAIVELU,P.E. 29. INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW "DISH Wireless L.L.C.". STATE OF NEW YORK 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE PROFESSIONAL ENGINEER FEDERAL, STATE, AND LOCAL CODES/ORDINANCES. 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. LICENSE#091974 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED AND TRIP HAZARDS ARE ELIMINATED. IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. To ALTER THIS DOCUMENT. 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 JOG I BRN TA THE NATIONAL ELECTRICAL CODE. 4.2. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT RFDS REV #: 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 LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2" PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR SUBMITTALS EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA. REV DATE DESCRIPTION 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE 0 11/22/2021 ISSUED FOR CONSTRUCTION 1 .03/02/2022 ISSUED FOR CONSTRUCTION CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (i.e. PANEL BOARD AND CIRCUIT ID'S). 2 03/10/2022 ISSUED FOR CONSTRUCTION 3 03/15/2022 ISSUED FOR CONSTRUCTION 7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. 4 03/17/2022 ISSUED FOR CONSTRUCTION 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. 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (#6 OR LARGER) WITH 825717 TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. DISH Wireless L.L.C. 11. POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI-CONDUCTOR, TYPE SCOW CORD (#14 OR LARGER) UNLESS PROJECT INFORMATION NYNYCO2131A OTHERWISE SPECIFIED. 12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE (#14 OR LARGER), WITH 12585 SOUND AVE. TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. MATTITUCK, NY 11952 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND SETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75' C (90' C IF AVAILABLE). SHEET TITLE 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND GENERAL NOTES NEC. 15. ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT (RMC) SHALL BE USED FOR SHEET NUMBER EXPOSED INDOOR LOCATIONS. GN-3 GROUNDING NOTES: 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GES'S) SHALL • BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 2. THE CONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR w GROUND ELECTRODE SYSTEMS, THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. d.sh 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO Wlrelessa PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE TESTING RESULTS. 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY 5701 SOUTH SANTA FE DRIVE BONDING ACROSS THE DISCONTINUITY WITH #6 COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. LITTLEfON. CO 80120 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 Na+C: OF THE GROUND BUS ARE PERMITTED. 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 SOLID TINNED TOTALLY COMMITTED COPPER UNLESS OTHERWISE INDICATED. NL3+C ENGINEERING SERVICES,I.I.C. 6095 MARSHALEE DRIVE,SUITE 300 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. ELKRIDGE,MD 21075 10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY 1410>712a092 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. OF IV'ID�ay,~o 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. 5 w2P� E* 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. FO OBt87A 15. APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND pqf9191 CONNECTIONS. 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. 03n7rz022 17. KARAN KOLANDAIVELU,P.E. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND KRUPA RING, IN ACCORDANCE WITH THE NEC. STATE OF NEW YORK PROFESSIONAL ENGINEER 18. BOND ALL METALLIC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND LICENSE#091974 CONDUCTOR. 19. R IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION ROUND 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 CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (i.e., 'DRAWN BY: CHECKED BY:APPROVED BY: NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. JOG BRN TA 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 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 LINE FERROUS OR NONFERROUS METAL PIPING ONLY). DO NOT ATTACH GROUNDING TO FIRE SPRINKLER SYSTEM PIPES. REV I DATE I DESCRIPTION 0 11/22/2021 ISSUED FOR CONSTRUCTION 1 03/02/2022 ISSUED FOR CONSTRUCTION 2 03/10/2022 ISSUED FOR CONSTRUCTION 3 03/15/2022 ISSUED FOR CONSTRUCTION 4 03/17/2022 ISSUED FOR CONSTRUCTION A&E PROJECT NUMBER 825717 DISH Wireless'L.L.C. PROJECT INFORMATION NYNYCO2131A 12585 SOUND AVE. MATTITUCK, NY 11952 SHEET TITLE GENERAL NOTES SHEET NUMBER GN-4