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HomeMy WebLinkAbout1000-31.-3-11.31 Town of Southold, New York Ckyscape Telecommunications Site Review CON S U LTA N T S , I N C . Collocation Application 2423 .Ol Orange 32806 Tel:877.438.2851 Fax:877.220.4593 March 14, 2023 Ms. Heather Lanza, Planner Town Hall Annex Building 53095 Route 25 Southold,New York 11971 PROVIDER/ID: Dish Wireless/NYNYCO2242A TOWER OWNER/ID/NAME: Crown Castle/BU#857111/East Marion ADDRESS: 9245 Main Road, East Marion,NY LATITUDE: 41' 7' 41.71"N LONGITUDE: 72'20' 28.71"W SCTM#: 1000-31.-3-11.31 STRUCTURE: 110' Unipole Dear Ms. Lanza, At your request, on behalf of the Town of Southold ("Town"), CityScape Consultants, Inc. ("CityScape"), in its capacity as telecommunications consultant for the Town, has considered the merits of the above-referenced application submitted on behalf of Dish Wireless ("Applicant") to collocate on an existing one hundred nine (109) foot concealed unipole tower (114'- 9' with appurtenances). The tower is located at 9245 Main Road, East Marion,New York, see Figure 1. Support Structure &Equipment Per the submitted construction drawings(CD's)',the Applicant proposes to install one(1)Over Voltage Protector(OVP) at the 78'6"foot elevation on the tower and three(3) antennas at the 74' foot elevation along with twelve (12) hybrid cables to connect to the ground mounted equipment. The proposed antenna OVP will be mounted around the interior mast of the unipole and behind a cover and the cables inside the pole shaft so no equipment will be visible from the outside of the tower, see Figures 2 and 3. On the ground, inside the existing fenced in equipment compound, Dish proposes to install a new 5'x7' steel equipment platform, two (2) equipment cabinets, six (6) remote radio heads (RRHs), four (4) diplexers, an "H-Frame" for ancillary telco equipment, and a connecting ice bridge to route the cables to the tower. Structural Analysis The Applicant submitted a structural analysis report prepared by Crown Castle, dated August 17, 2021, based on ANSI/EIA/TIA-222-H, Risk Category 11 and Exposure Category C criteria. The analysis concludes that, after the Applicant's proposed modifications, the tower would be at 52.7% of ' CD's prepared by French&Parrello Associates,dated 9/29/22 `Revised Per comments"signed and sealed by a New York registered Professional Engineer. Town of Southold—SCTM# 1000-31.-3-11.31 ckyscape Dish Wireless/NYNYCO2242A Page 2 C ON S U L T A N T S , I N C . usage capacity(out of an allowable 105%). For this reason, it is determined that the structure,with the proposed new collocation, will be structurally compliant for the proposed new equipment, see Figure 4. It is noted in Table 2 of the SA that three(3)existing antennas, at the 74' elevation,will be removed and replaced with the proposed Dish equipment. RF Exposure SafetX In order to comply with the Town's Code Article XVII titled, Wireless Communication Facilities, Section 280-70.K.(1) through (5) pertaining to radio emissions, the Applicant provided a Radio Frequency Electromagnetic Energy Maximum Permissible Exposure Study Report dated November 18, 2022, prepared by a Radio Frequency Engineer for Dish. The information provided within the study is based on computer modeling and analytical methods in accordance with the FCC's Bulletin 65, Evaluating Compliance with FCC Guidelines for Human Exposure to Radio Frequency Electromagnetic Fields as required by the Town's Code. The report concludes the collected emissions from the existing and proposed equipment are below FCC standards, see Figure 5. Summary Cityscape verified this application to be an eligible facilities request and meets the definition of a non-substantial change ("substantial change"being defined in 47 CFR §1.6100(b)(7) of the FCC Rules). Therefore, this application qualifies for streamlined processing at staff level under 47 CFR §1.6100(c) and CityScape recommends approval. The Applicant is reminded that any planned equipment changes that differ from the submitted Construction Drawings must be filed with the Town for review and approval. I certify that, to the best of my knowledge, all the information included herein is accurate at the time of this report. CityScape only works for public entities and has unbiased opinions.All reviews are based on technical merit without prejudice per prevailing laws and codes. Regarding the structural analysis reports, CityScape verified that the proposed appurtenances shown by Applicant's construction drawings were listed in the structural reports, but did not independently verify the calculations, statements or the appropriateness of the analysis criteria contained therein. Town staff should verify compliance with applicable building and fire codes prior to issuance of a permit for this modification. Respectfully submitted, )Wzoon "A, Susan Rabold Project Manager CityScape Consultants, Inc. Town of Southold-SCTM# 1000-31.-3-11.31 Ckyscape Dish Wireless/NYNYCO2242A Page 3 C ON S U L T A N T S , I N C . VICINITY MAP 4 Old DkfiTech co SITE LOCATION y 9. r�+:�C R•tfa r, r r4F�12�' •s --r Arbof View ,�gHouv Bed.g ff!e asl At 41 *iii%P L;f►�hr,�'ri P Figure 1 - Site Location Map Town of Southold-SCTM# 1000-31.-3-11.31 ckyscape Dish Wireless/NYNYCO2242A Page 4 C ON S U L T A N T S , I N C . EXISTING EQUIPMENT TOP EL.O 114'-9'AGL EXISTING BEACON TOP EL O 111'-0'AGL EXISTING EQUIPMENT TOP EL O 109'-0'AGL EXISTING CONCEALMENT MONOPOLE 1 I TOP EL 0769 109'-0'ACL I I EXISTING AT&T PANEL ANTENNA h 1 I RAD CENTER O 104'-0"AGL I I I 1 LG7 EXISTING VER20N PPNEL ANTENNA . 1 I RAD CENTER O 94'-0'AGL o I 1 I I EXISTING T-MOBILE PANEL ANTENNA o I 1 RAD CENTER OAGL V 1 1 I I (1)PROPOSED DISH WYele=L.L.C.OVP_` I I RAD CENTER O 78'-8'A0. 1 1 (3)PROPOSED DISH W116—LLC.ANTF]OlAS I I RAD CENTER O 74'-O"AGL 1 1 1 1 I I (12) PROPOSED DISH WireIm L.L.C. HYBRID CABLE OISIDE E)OSTING MONOPOLE i EXISTING MONOPOLE 1 1 1 1 I I I I I I I I c I m I EXISTING ICE BRIDGE 1 EXISTING EAST MARION FIRE DISTRICT ANTENNA PROPOSED DISEI Wireless LLC. 1 RAD CENTER O 30'-0'AGL EQUIPMENT ON PROPOSED STEEL PLATFORM 1 PROPOSED DISH Whole" L.L.C. GPS UNIT I I 1 I 1 I EXISTING ENTRY PORT I ' y •��\ vim• :., _v \�\���:\�.(��"`�\�:vi vi�� � �/• �`t � i � Yh• ♦ ;i�i i ,`i �i�i�/�/%Y��Y�YI:`Ji>�i'l>Yi��Y� i Figure 2 —Tower Elevation Town of Southold-SCTM# 1000-31.-3-11.31 ckyscape Dish Wireless/NYNYCO2242A Page 5 C ON S U L T A N T S , I N C . 31s DTk 3` MIN. SPACE TO DETERMINE THE SIZE OF TW CANISTER PROPOSED DISH YA ale ea LLC. ANTENNA AT (M. OF (1) PER SECTOR. (3) TWAL) EXISTING MAST PROPOSED DISH Whek+ee LLC. MWNT 61 �' C1 PROPOSED DISH Whv% e LLC. CANISTER ANTENNA RAD CENTER 0 75'-90 A.G.L. Figure 3 —Overhead and Side Views of Proposed Equipment Configuration Town of Southold-SCTM# 1000-31.-3-11.31 Ckysicape Dish Wireless/NYNYCO2242A Page 6 C O N S U L T A N T S , I N C RECEIVED CROWN Date: August 17,2021 LCASTLE �uihald'Town �� i Planning eoard Crown Castle 2000 Corporate Drive Canonsburg,PA 15397 (724)416-2000 Subject: Structural Analysis Report Carrier Designation: DISH Network Co-Locate Site Number: NYNYG02242A Site Name: NY-CCI-T-857911 Crown Castle Designation: BU Number: 857111 Site Name: EAST MARION JDE Job Number: 640458 Work Order Number: 1971184 Order plumber: 548683 Rev.4 Engineering Firm Designation: Crown Castle Project Number: 1971984 Site Data: 9245 MAIN ROAD,EAST MARION,SUFFOLK County,NY Latitude 41°7'41.71",Longitude-72"20'2&71 109 Foot-Concealment Tower Crown Castle is pleased to submit this"Structural Analysis Report"to determine the structural integrity of the above-mentioned tower. The,purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation,under the following load case,to be: LC7:Proposed Equipment Configuration Sufficient Capacity The structure has sufficient capacity once the loading changes,described in the Recommendations section of this report,are completed. This analysis has been performed in accordance with the 2020 New York State Uniform Code based upon an ultimate 3-second gust wind speed of 128 mph.Applicable Standard references and design criteria are listed in Section 2-"Analysis Criteria". Structural analysis prepared by:Kenneth Sukitch,E.I.T. of NEjy�p Respectfully submitted by: c ,tFVI E• L � Matthew E.Hussak,P.E. 2 k` Project Engineer tj 103537 Di Matthe ssak Date:2021.09.26 04:21:10-04'00' tnx7ower Report-version 8.1,1.0 Structure Rating (max from all components) - 52.7% Notes: Figure 4- Structural Analysis Summary Town of Southold-SCTM# 1000-31.-3-11.31 Ckyscape Dish Wireless/NYNYCO2242A Page 7 C ON S U L T A N T S , I N C . %•�rr�frr�.Bard Radio Frequency—Electromagnetic Energy (RF-EME)- Maximum Permissible Exposure(MPE) Study Report for Site ID: NYNYCO2242A 9215 MAIN ROAD,EAST MARION NY 11952 Date: November 18,2022 Prepared by: Zheng Iii Email: zheng.li@dish.com Name: Zheng Li Title: RF Engineer Company:Dish Wireless Signature: Date: 11/18/2022 The charts in Section 3 show a summary of the RF-EME exposures on the ground for the area within the perimeter of the chain-link fence surrounding the stealth pole,in one square foot increments.These results assume that the equipment uses the maximum transmitter capacity with 100%duty cycle and therefore are the worst case scenarios. The antenna locations for the other operator(s),if present,have been included in the study to give a composite value. The predicted software analysis performed with RoofView® 5 has shown that the Dish transmitter equipment located on this stealth pole does not exceed the maximum permissible exposure levels for the FCC Public or FCC Occupational Standards for the predicted area on the ground(20 x 20 sq.ft.).The maximum%MPE on the ground or street is 7.9%of the FCC Public Standard and 1.3%of FCC Occupational Standard respectively. Figure 5—RF Exposure Assessment Report NOTES 1. CONTRACTOR SHAM IFEW VERIFY ALL DIMENSOM * --�—CONTRACTOR SHALL MAINTAIN A 10'-W MINIMUM SEPARATION BETWEEN THE PROPOSED GPS UNIT.. TRANSMITTING ANTENNAS AND EXISTM GPS UNITSUNITSdsh 3 ANTENNAS AND MOUNTS OMITTED FOR CLARITY RECEIVED ; 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 L_ o u t hz i dTi vrl Planning Board Fp FRENCH&PARMILL0 AS:S- 00LA'rES 18OORm=34.SL3a1G1 1 U7719 732.3122800;1=2= OF NEI,,/ - --------- X EXISTING BUILDING EXISTING PARKING LOT IT IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIREC7nON OF A UCENSED PROFESSIONAL ENGINEER,To ALTER THIS DOCUMENT. -DRAWN BY: CHECKED BY:APPROVED BY: SEE COMPOUND SITE PLAN CJR TA PJT (SHEET A-11.11) I EXISTING BUILDING RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION EXISTING BU LDING A 00/1W=1 ISSIM FOR FOW 0 03/01/2022 RDASM PER COMMENTS C 09/20/2022 REV=PER COMMMM A&E PROJECT NUMBER 2438H.001.071 DISH Wireless L.L.C. PROJECT INFORMATION NYNYCO2242A 9245 MAIN ROAD EAST MARION, NY 11939 SHEET TITLE OVERALL SITE PLAN SHEET NUMBER A-1 OVERALL SITE PLAN NO SCALE DW %Wm L.LC.TEMPLATE VERSION 38 07/23/2021 • SITE INFORMATION PROJECT DIRECTORY d.* sh PROPERTY OWNER: EAST MARION FIRE DISTRICT APPLICANT- DISH Wirelen LLC. ADDRESS: 9245 AWN RD 5701 SOUTH SANTA FE DRIVE EAST MARION, NY 11939 LITTLETON, CO 80120 TOWER TYPE: MONOPOIFt . TOWER OWNER: CROWN CASTLE TOWER CO SITE ID: 857111 2000 CORPORATE DRIVE cl I SCOPE OF WORK (8770 9377 15317 5701 SOUTH SANTA FE DRIVE TOWER APP NUMBER: 548683 LITTLETON, CO 80120 THIS IS NOT AN ALL INCLUSIVE LIST. CONTRACTOR SHALL UTILIZE SPECIFIED EQUIPMENT PART OR ENGINEER COUNTY: SUFFOLK SITE DESIGNER: FRENCH & PARREILO ASSOCIATES APPROVED EQUIVALENT. CONTRACTOR SHALL VERIFY ALL NEEDED EQUIPMENT TO PROVIDE A FUNCTIONAL SITE. 1800 ROUTE 34, SUITE 101 y THE PROJECT GENERALLY CONSISTS OF THE FOLLOWING: imrelessT. LATITUDE (NAD )' 41' T 41.7N N WALL 12 07719 9800 TOWER SCOPE OF WORK: 41.128253 N 732-312-9800 • INSTALL (3) PROPOSED PANEL ANTENNAS (1 PER SECTOR) • INSTALL (3) PROPOSED ANTENNA FLUSH MOUNTS (1 PER SECTOR) _ _ LONGITUDE (NAD 83): –72' 20' 28.71' W • INSTALL PROPOSED JUMPERS ----- –72.341308 W • INSTALL (1) PROPOSED OVER VOLTAGE PROTECTION DEVICE (OVP) DISH Wireless L.L.C. SITE ID: INSTALL (12) PROPOSED HYBRID CABLE ZONING JURISDICTION: TOWN OF SOUTHOLD SITE ACQUISITION: NICHOLAS CURRY • INSTALL (1) PROPOSED CABLE CLAMP (480) 734-2434 NYNYCO2242A '"��` ``' POSED DIPLExERs w� _ ZONING D' ��-°E"s"' FR011CH&PAtaRELLO GROUND SCOPE OF WORK: r 7 m CONSTRUCTION MANAGER: ARNALDO ARROYO - A S S C IAT ES • INSTALL (6) PROPOSED RRUS > _1J PARCEL NUMBER: 1000-031-00-03-00-011 - INSTALL (1) PROPOSED METAL PLATFORM (—�: .0 to -031 (201) 892-5775 18�FTads32.312�.98DD•F.732.31 .93�07719 • INSTALL (1) PROPOSED PPC CABINET • INSTALL (1) PROPOSED EQUIPMENT CABINET ILLO O .0 OCCUPANCY GROUP: U RF ENGINEER: MURUGABIRAN JAYAPAL DISH Wireless L.L.C. SITE ADDRESS: INSTALL (1) PROPOSED POWER CONDUIT � (339) 227-7436 • INSTALL (1) PROPOSED TELCO CONDUIT 9245 MAIN ROAD INSTAL (1) PROPOSED TELCO–FIBER BOX L U G CONSTRUCTION TYPE II–B • INSTALL (1) PROPOSED CPS UNIT 11- • INSTALL (1) PROPOSED SAFETY SWITCH (IF REQUIRED) POWER COMPANY: PSEG 4�Nc y EAST MARION, NY 11939 ;�,� (4) PROPOSED PROPOSED DI�ERSNSTALL (1) PROPOSED FIBER NIO Q�REQUIRED) ; '— – 7 ' TELEPHONE COMPANY: TBD NEW YORK CODE COMPLIANCE SITE PHOTO DIRECTIONS 1Z Ci aAt=i- I '3d ALL WORK SWILL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF DIRECTIONS FROM DISH Wireless LLC. OFFICE: THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO TURN LEFT ONTO ADP BLVD. TURN RIGHT ONTO CHOCTAW WAY. USE THE LEFT LANE TO TURN RIGHT ONTO �C 0 6g BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: LMNGSTON AVE. USE THE RIGHT LANE TO TAKE THE RAMP ONTO 1-280 1- KEEP LEFT TO STAY ON 1-280 E. TAKE THE TURNPIKE EXIT ON THE LEFT. MERGE ONTO 1-95 N. KEEP LEFT AT THE FORK. KEEP RIGHT TO STAY CODE TYPE 0QE ON 1-95 N. KEEP RIGHT AT THE FORK TO CONTINUE ON CROSS BRONX EXPY. TAKE EXIT 8 TO MERGE ONTO BUILDING 2018 1130 CROSS ISLAND PKWY. LIKE EXIT 30E TOWARD 1-495 E/LONG ISLAND EXPY. KEEP LEFT. USE THE LEFT LANE HAN MECICAL 2018 IMC _ TO TAKE EXIT 73 FOR COUNTY RD 58/OLD COUNTRY RD TOWARD GREENPORT/ORIENT. KEEP LEFT AND MERGE ELECTRICAL 2017 NEC ONTO COUNTY RD 58 OLD COUNTRY RD. MERNTCOUNTY R 58 TRY RAT THE TRAFFIC GE OO D OLD COUNTRY E C / / R IS A VA OF LAW FOR ANY PERSON, CIRCLE, TAKE THE 2ND EXIT ONTO OLD COUNTRY RD. TURN LEFT ONTO NORMVILLE TURNPIKE. TURN RIGHT UNLESS THEYEY AREARE ACTING UNDER THE DIRECTION ONTO SOUND AVE. CONTINUE ONTO COUNTY RD 48/MIDDLE RD. CONTINUE ONTO NY-25 E/MAIN RD. TURN OF A LICENSED PROFESSIONAL ENGINEER, LEFT. THE SITE WILL BE ON THE RIGHT. To ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY:APPROVED BY: SHEET INDEX VICINITY MAP CJR I T.A. PJT SHEET NO. SHEET TITLE REDS REV g: --- T-1 TITLE SHEET CONSTRUCTION DOCUMENTS A-I OVERALL SITE PLAN SUBMITTALS A-1.1 COMPOUND AND ENLARGED SITE PLAN REV DATE DESCRIPTION A-2 ELEVATION. ANTENNA LAYOUT AND SCHEDULE A 06/16/2021 MM MR W09 A-3 EQUIPMENT PLATFORM AND H-FRAME DETAILS OYd SChOGI;":c._ 6 03/01/2022 REVISED PER COMEmS C 09/29/2022 RENSM PER CWEmS A-4 EQUIPMENT DETAILS y A-5 EQUIPMENT DETAILS A-6 EQUIPMENT DETAILS OigaTech compulet E-1 ELECTRICAL/FIBER ROUTE PLAN AND NOTES A&E PROJECT NUMBER UNDERGROUND SERVICE ALERT-NEW YORK 2438H.001.071 E-2 ELECTRICAL DETAILS UTILITY NOTIFICATION CENTER OF NEW YORKK E-3 ELECTRICAL ONE-LINE, FAULT CALCS & PANEL SCHEDULE (800)272.4480 • WWW.NEWYORK-811.COM DISH Wireless L.L.C. G-1 GROUNDING PLANS AND NOTES c-z GROUNDING oETAILs PROJECT INFORMATION cwl z IIORIOMG ant Ys vrY Iglilanoll P1a0R TOCa4iRllClpN SITE LOCATION NYNYCO2242A G-3 GROUNDING DETAILS 45 ,F-I RF GABLE COLOR CODE GENERAL NOTES aA EAST 2MARIONIN ROAD 939 THE FACILITY IS UNMAINED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED Fo* AAN�ls w GN-1 LEGEND AND ABBREVIATIONS FOR ROUTINE MNNTE4MM THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON SHEET TITLE GN-2 GENERAL NOTES DRAINAGE. NO SANTTAX7' SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCLAL Yektxn�t•�lluery. GN-3 GENERAL NOTES SIGNAGE IS PROPOSED. TITLE SHEET 0 Q GN-4 GENERAL NOTES Ar6c1NI G°rery Hain 11"x1T PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED Bed&WeWast SHEET NUMBER F-_ICONTRACTOR SHALL VERIFY ALL PLANS. EXISTING DIMENSIONS. AND CONDITIONS ON N ;: 456�fsD1b' T-1 THE JOB SITE. ALD SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE NG WITH THE WORK. NO SCALE DISH Wrelem L.L.C. TEMPLATE VERSION 38 - 07/23/2021 NOTES 1. CONTRACTOR WIAU1.REID VERIFY ALL DIMENSIONS. • h -Z—CONTRACTOR SHALL MAINTAIN A 110'-0'MINIMUM r S SEPARATION BETWEEN THE PROPOSED GPS UNIT, TRANSMITTINGANTENNAS AND EXISTINGGPS UNITS. 3 ANTENNAS NO MOUNTS OMWW FOR CLARITY d%w 5701 SOUTH SANTA FE DRIVE UTTLETON, CO 80120 ..H A PADRE 1800FkRft3%S3ke1Q1AVWLNimJmz yUn19 732.312-9300 f 732,312.98T9 C)F NEI/,/ BUILDING co tu X EXISTING BUILDING EXISTING PARKING ILOT IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION A OF A UCENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SEE COMPOUND DRAWN BY: CHECKED BY:APPROVED BY: SITE PLAN CJR TA PJT (SHEET A-11.11) I I EXISTING BUILDING RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION EXISTING BUILDING A 09/IW=I ISSM FOR FEVEW 8 03/01/2022 MOM PER C0111MINTS 09/29/2= REVISED PER COMMIDIIIIS A&E PROJECT NUMBER 2438H.001.071 DISH Wireless L-I-C. PROJECT INFORMATION NYNYCO2242A 9245 MAIN ROAD EAST MARION, NY 11939 SHEET TITLE OVERALL SITE PLAN SHEET NUMBER A-1 OVERALL SITE PLAN NO SCALE DISH ftelim L.L.C.MMATE VERSION 38 07/23/=1 NOTES NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS• I. CONTRACTOR SWILL FIELD VERIFY ALL DIMENSIONS. * 2. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. 2. CONTRACTOR SHALL MAINTAIN A 10'-0' MINIMUM SEPARATION BETWEEN THE PROPOSED GPS UNIT, 3. BROAD NN EASEMENT RIGHTS. THE GROUND LEASE PROVIDES TRANSMITTING ANTENNAS AND E70STING GPS UNITS. taw PROPOSED FIBERBROAD/BLANKET UTILITY RIGHTS. 'PWR"MND 'FBR' PATH VAULT TO USED AVAILABLE INDEPICTM ON FORMATION EINCLUDING-I ARE �NOT CORED TO ON BEST3. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. dsh AS IAP(FERMI SH FIELD VERIFICATION. PRIOR PROJECT DOCUMENTATION AND F�SERPOIlIM �DISIVICE OTHER REAL PROPERTY RIGHTS DOCUMENTS. WHEN INSTALLING THE UTIUTES PLEASE LOCATE AND FOLLOW EXISTING PATH. IF EXISTING PATH IS NOT AN OPTION. 24'.5' EXISTING ACCESS PLEASE NOTIFY CROWN CASTLE REAL ESTATE AS FURTHER 5701 SOUTH SANTA FE DRIVE ROAD COORDINATION MAY BE HEEDED 5'--0' LITTLETON, CO 80120 PLA x 1 EXISTING ` LITY EXISTING 4' WIDE 1 HT FRAME CHAIN-LINK GATE 1 1 1 3'-0" 20'-0" 1 1 � 1 . . 1 EXSTING1 .... ���7�:":;;; 1 1 ---------- '� UTIL♦ EXISTING FIBER PAD O 1 1 H-FRAME EXISTING 1 1 TRANSFORMER (3'-4' x 5'-4' T. 1 ; x 8 PANWEBUW EXISTING PAD m 1/ j '-"' 1 ASSOCIATES o (9'-0' x 23'-0") ! ,,,,.,.:, -::....::: ; 1 ; I 1800ILmaIa34.SAm 1171•Wak NON.IwaVU77.19 ac 732.312.91IIO t 732.312 1 SEE ENLARGED 1 SITE PLAN N 1 1 1 1 EXISTING ICE BRIDGE __ ___ _ _ - �. r� x ---- TO REMAIN x x x x =i. X x x x x x �— x x x x x x x �OF N=1.✓;0 x I x EXISTING 18'-it" SEE EOUIPMENT 5L�1a CHAIN-LINK I LAYOUT (SHEET EXISTING 12" WIDE ICE ,1 FENCE A-3) BRIDGE EXISTING 4' WIDE h x o x CHAIN-LINK GATE 1 x �?T96'L2 �C� A-2 I EXISTING PAD ENLARGED SITE PLAN 12'5"0 1' 2' 3' 4' 5' 6' 7' EXISTING PAD EXISTING PAD I (10'-0" x 22'-07 R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION N (8'-0' x 22'-0') x N O OF A UCENSED PROFESSIONAL NEER. TO ALTER THIS DOCUMENT. i x x i7 DRAWN BY: CHECKED BY:APPROVED BY: EXISTING 4' WIDE EXISTING CONCEALMENT CJR T.A. PJT EXISTING 4' WIDE CHAIN-UNK GATE MONOPOLE --- CHAIN-LINK GATE REDS REV #: DISH PROPOSED LOCATION EQUIPMENT OF DISH FIBER J-BOX CONSTRUCTION LOCATION MEET POINT DOCUMENTS X x x x x x PROPOSED 2"U REV DATE SUBMITTALS CONDUIT FOR DISH - A 08/IVM1 MM FMKvIl/ ELECTRIC SERVICE. • 03/01/20n WMID PEII DDI OM t 1-t t EXISTING ICE BRIDGE (NP) ELECTRIC iT C 09/29/2= TEV®PER COIMDM 12'-0" 8'-0' DISH TO PULL NEW POWER FROM EXISTING 1 TRANSFORM A&E PROJECT NUMBER < 2438H.001.071 {" DISH Wireless L.LC. z.:� PROJECT INFORMATION t .. NYNYCO2242A - 9245 MAIN ROAD EAST MARION, NY 11939 SHEET TITLE COMPOUND AND ENLARGED SITE PLAN SHEET NUMBER 6' 4' 2' 0 5' A-1.1 COMPOUND SITE PLAN PROPOSED UTILITY DIAGRAM 3 3/16'=1'-O" DISH WYaNaa L.L.C. TEMPLATE VERSION 38 - 07/23/2021 NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. • 2.ANTENNA AND MW DISH SPECIFICATIONS REFER TO v ANSCHEDULE AND TO FINAL CONSTRUCTION RFDS FOR ALL RF DETAILS d..sh 3. EXISTING EQUIPMENT AND FENCE OMITTED FOR CLARITY. 38r DIA. 5701 SOUTH SANTA FE DRIVE 3'MIN. SPACE TO DETERMINE LITTLETON, CO 80120 THE SIZE OF THE CANISTER PROPOSED DISH Wireless L.L.C.ANTENNA Al C".OF(1) PER SECTOR. (3)TOTAL) EXISTING EQUIPMENT EXISTING MAST TOP EL. ® 114'-9"AGL PROPOSED DISH Wlrelm EXISTING BEACON L.L.C. MOUNT TOP EL 0 111'-0"AGL EXISTING EQUIPMENT TOP EL. ® 109'-0"AGL B1 FRENCH A PARRELLQ EXISTING CONCEALMENT MONOPOLE —AS S 0CCATTHES TOP EL. 0 109'-0"AGL ,� C1 1800Fbtaa34.Stiuba101,f LNaw JersePO7719! 1 a 732.912. 0 f.732312.9807 I EXISTING AT&T PANEL ANTENNA OL 1 I RAD CENTER ® 104'-0"AGL I I PROPOSED DISH WNrohm L.L.C. CANISTER I I ANTENNA RAD CENTER ® 75'-9' A.G.L. EXISTING VERIZON PANEL ANTENN � pF.N A Eli/ 1 I RAD CENTER 0 94'-0"AGL\,W �'CQcr.L,,�� n. �I = i ; EXISTING T--MOBILE PANEL ANTENNA AIJ-', � V I I RAD CENTER ® 84'-0"AGL 'L 3� I I (1)PROPOSED DISH WEFebn L.L.C.OVP� I I RAD CENTER O 76'-6'AGI. (3)PROPOSED DISH Wtrabee L.L.C.AINIE1NIIlVL RAD CENTER O 74-07"AGI. R IS A NOTATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. I ANTENNA LAYOUT 12"9'6"3' 0 1' 2' DRAWN BY: CHECKED BY:APPROVED BY: I (12) PROPOSED DISFI WFrebas L.L.C. I CJR TA PJT HYBRID CABLE RISIDE EXISTING I EXISTING MONOPOLE RFDS REV #: --- MONOPOLE I CONSTRUCTION I ANTENNA TRANSMISSION CABLE DOCUMENTS I SECTOR POSITION EXISTING OR MANUFACTURER - MODEL TECHNOLOGY SIZE(Hx1A� AZIMUTH RAD FEED LINE TYPE I PROPOSED NUMBER CENTER AND LENGTH SUBMITTALS I I ALPHA Al PROPOSED JNA- MX08FR0665-21 5G 727X20.0' SO' 74'-0' REV DATE DESCRIPTION (12) IM-CAPACITY BETA 81 PROPOSED J11A- MX08FR0665-21 5G 72X20.0' 210' 74'-0' HYBNZE CABLE A 05/144=1 ISSUED FOR MW ICWIIYPSMBP6-132 B 03/01/2= RLVIstD PER cartoFts I GAMMA C11 PROPOSED JMA- MX08FRO665-21 I 5G 72")20.0' 330' 74'-0' C 09/20/2= RIVIS D PER CauoBS , I o I c, I EXISTING ICE BRIDGE tO I EXISTING EAST MARION FIRE DISTRICT ANTENNA OIL PROPOSED DISH Wirelms L EW ON L.Q I RAD CENTER 0 30'-0'AGL RRfI A&E PROJECT NUMBER STEEL PLATFORM j SECTOR POSFRON MANUFACTURER - MODEL TE ' 2438H.001.071 PROPOSED DISH I NUMBER 1. CONTRACTOR TO REFER TO FINAL CONSTRUCTION RFDS FOR ALL RF W[rolew LLC, I Al FIAITSII -TA08025-8605 N71 �� DISH Wireless L.L.C. GPS UNITi PROJECT INFORMATION ALPHA 2. ANTENNA AND RRH MODELS MAY CHANGE DUE TO EQUIPMENT I Al FUIITSU -TA08025-8604 N56/70 AVAILABILITY.ALL EQUIPMENT CHANGES MUST BE APPROVED AD I REMAIN IN COMPLIANCE WITH THE PROPOSED DESIGN AND NYNYCO2242A STRUCTURAL I B1 FUITSU -TADW25-86N71 05 9245 MAIN ROAD Bl EXISTING ENTRY PORT BET FUJIrsu -TAO8025-113e04 N66/70 EAST MARION NY 11939 _ I GAMMA C1 FUIISU -TAOW25-LM N71 SHEET TITLE Cl FLUITSU -TA03025-BW4 N68/70 ELEVATION, ANTENNA J LAYOUT AND SCHEDULE SHEET NUMBER �i�i�%\�/i��/i>%i,%i�/i�/i��%i\%i`?Yi���i.`%i>`/�/�yi�%i��/i�%i\%i;`ii:Yi��°i,`%i�f>i'i?%i�;✓i>Yi/i�/�%i�Yi�%��i�%i>�i PROPOSED NORTH ELEVATION 6 4 D B 1s A-2 1/6-=1•-0• � ANTENNA SCHEDULE NO SCALE 3 DISH Wkdea L.L.C.TEMPLATE VERSION 35 - 07/23/2021 NOTES 1. CONTRACTOR TO BURY PLATFORM FEET WITH A MINIMUM OF 2'OF FILL PER EXISTING SITE SURFACERIC2. WEED BARRIER FABTO BE ADDED AT DISCREHON OF DISHd.*.sh v Wireless LLC. CONSTRUCTION MANAGER AT TIME OF CONSTRUCTION. ONE SHEET 8'x8' INSTALLED UNDER ALL FOUR FEET OF THE PLATFORM (4 MIL BLACK PLASTIC) 1 3. EQUIPMENT CABINET OMITTED FOR CLARITY. 5701 SOUTH SANTA FE DRIVE RESERVED SPACE FOR LITTLETON, CO 80120 FIBER NAD, F RESERVED REQUIRED FOR FIBER GPS UNIT NO, IF REQUIRED GPS UNIT — — — SOCKET METER PROPOSED DISH Wireless LLC. H-FRAME PROPOSED DISH 7'-0' H-FRAME 1'-0' 2• 1'-2' 2'-8' RIGID METAL TWIN DIPLEXERS (TYP. OF 4) POL Wkelm LLC. CONDUIT r- - -� r------------- O PROTECTIVE -- ------------ CABINET PROPOSED DISH Wireless LLC. GENERATOR PLUG -1-- PROPOSED DISH Wirobse LLQ. GPS UNIT - — ; 'i Wi l LLC. FRENCH&PARil�ELLO. RRHPROPOSED DISH Wirebas LLC. PROPOSED( (STS) ) I A:B CiG'iAT'Ei� PROTECTIVE CABINET -....'_. n .._ ..,-.. _ __ �l DISIN I I W r e I - 0 1 FLt=732.312260DAM-1-10— POWER II77'13 PROPOSED DISH Wtrelese LLC. Wirolees LLC. CABINET I I 4 LLC�PON R I -------- ` I H-FRAME _ ---------- 1 -- 1- - 1 ---------- , CABINET C 7 r -- i il- - II _ �----------J PRO---- '- ° f r------- m_- _n I__ o II II oPROPOSED DISH Wireless LLC. — _ 1__ -- ;: PROPOSED DISH WlreI RESERVED FCR ADDITIONAL _SAFETY SWITCH. SPACE - - '--ii i --+-.: .- _: LLC.TWIN DIPLEXERS I ; 'en ri I RSPACE 111II n Fid r(TYP OF(4) STACKED) FINW I O Ef dDISCONNECT F REQUIRED. O ADDITIONAL I I 'o DISCONNECT _ R� -. PROPOSED DISH Wireless LLC. 200AMP METER SOCKET PROPOSED DISH Wholes LLC. I F REQUIRED. I PROPOSED DISH Wfreleee I ` TELCO FIBER ENCLOSUREI I I` - - , LLC.TELCO FIBER tt� ENCLOSURE 1 PROPOSED DISH Wlrekm LLC ��lL 1;-- -- : ' n SPRACE FOR \„ FIBER NAD.F REQUIRED -- IL--' IIlI ADDITIONAL PLATFORM Il' DISCONNECT PROPOSED DISH WiroLLC. rs r_ EQUIPMENT PLATFORM o SAFETY SWITCH.CH. E000co ,2 13� O 00o0o 1'-1' 2'-5' 3• 1'-8' 3' 1'-8' 0 0 0 o 0 0 0 ' \ I I Ip GROUND PROPOSED DISH Wirebse h Bl1SS g� LL LTJ rL—I LJ IT IS A VIOLATION OF LAW FOR ANY PERSON, \ LLC RRH (TYP OF(8) UNLESS THEY ARE ACTING UNDER THE DIRECTION EQUIPMENT PLATFORM OF A LICENSED PROFESSIONAL ENGINEER, IST ) oo .v :-rsr=t:iJ�`sln= :;-�i`i::"r T'�"':^ 3 J::.,-:;y-r, oo _ oo -r,�t i;!.fd:..P��i:' :�t'`;•'rk.:U,.`,y;_;r,°.';`:=r'•� k..l'.,t`'.I-.'-�r"T-,�ra_::",- oo >=•u_.4 i`;' TO ALTER THIS DOCUMENT. %�/, 'i obi/i//i/i%i y •/.-•i, �i / /.,,//).�//i,/��� , ; ,�; , EXISTING CONCRETE PAD / / /, EXISITNG CONCRETE PAD; r. DRAWN BY: CHECK D \ E BY APPROVED By., EQUIPMENT PLATFORM FOOTPAD (TYP) CJR T.A. PJT EQUIPMENT PPLATFORMFOOTPAD (lYP) RFDS REV #: --- CONSTRUCTION DOCUMENTS PLATFORM EQUIPMENT PLAN NO SCALE H-FRAME EQUIPMENT ELEVATION NO SCALE 2 SUBMITTALS REV DATE DESCRIPTION NOTE: A 0e/IWMI ISSUED FOR MWIN COMMSCOPE MTC4045LP COMMSCOPE MTC4045HFLD OR DISH WIC LLC B 03/01/2MRLv�n M COMMENTS 5X7 PLATFORM EmH-FRAME APPROVED EQUNA D c w/29/2on REVISEIII PER cal.olrs DIMENSIONS (WWxD) 18•x84•x80• p H ARTING uNISIRIJT/SUPPORT RAfls QTY 5 8D' TOTAL WEIGHT 423 LBS .i N'`—=--1 :® �,rvry 50• -I.._._I' el,r_._--.._-._-I__-�-:::-- . -r -._I r _ -i1.._..--L- e i- : i._.--. I-_.._-. i-�_. I PIPE CAP _..__ 1_I' _ _- -- j� _- `_` EQUIPMENT EQUIPMENT A&E PROJECT NUMBER GC TO PROVIDE PLATFORM ED —� 'I-u-_- PLATFORM PLATFORM THREAD FOR PLATFORM F REQUIRED HEMHT EXCEEDS 17• '-I " "'-- - FOOTPAD (TYP) FOOTPAD _.__�_ _ .�--_ +.._.......;I_....._ �) ����� 2438H.001.071 1 _� — '—°— 12' I'd BAR GRATING I ' — — DISH Wireless LLC. f--a -_ a t CHANNEL(M) PROJECT INFORMATION tp NYNYCO2242A I SDE - '- L n -0 - NG 0 9245 MAIN ROAD EAST MARION, NY 11939 GALV. U-BOLTS EQUIPMENT SHEET TITLE PLATFORM FOOTPAD EQUIPMENT PLATFORM AND FO I e'-Q' I 1z• ) a.p H-FRAME DETAILS BASE PLATE..............—9 A SHEET NUMBER FRONT A-3 PLATFORM DETAIL NO SCALE 3 H-FRAME DETAIL NO SCALE 4 DISH Wireless LLC.TEMPLATE VERSION 38 - 07/23/2021 CHARLES CFIT—PF2020DSH1 EATON METER SOCKET ENERSYS HEX CABINET � 2000005996 \ FIBER TELCO ENCLOSURE UNRRS213BEUSE DIMENSIONS (H~): 73'x30'x32' \ ENCLOSURE DIMS (w") 20'x2O'W METER SOCKET TYPE RING v WEIW EMPTY: 378 ftENCLOSURE WEIGHT 20 lbs d * sh E OSURE DIM (HxWxD) 16'x12•xs• O HEALER SoOW ELEN � l MOUNTING WALL - MAIN AMPERE RATING 200A - PLAN POWER SYSTEM —48V ALPHA/GOOA L COMPLIANCE TYPE 4 WEIGHT 18 LBS - J ,FRONT 5701 SOUTH SANTA FE DRIVE O O O O LITTLETON, CO 80120 10 • o.. u1 . {O o p 01 Fp^z� �;. 10 O 01 1 o O 1 ® o FRENCH&PAI:tRELLQ _ A,cSplr�f.AT'E'S B�6di FRONT zz FRO mm E&K FRONT 18MF1a3e34.9uTe101•WallNa JwsW0T719 a 73z.31zsem r 732.312.3801 CABINET DETAIL No scALE FIBER TELCO ENCLOSURE DETAIL NO SCALE 2 METER SOCKET DETAIL NO SCALE 3 SQUARE D SAFETY SWITCHES CHARLES INDUSTRY — D224NRB CUBE—SS4B228LX1 �\ OF NE t,,Y O� ENCLOSURE DIM (HxWxD) 29.25'x19.G0•x8.50• HEtc if 84.59' ENCLOSURE TYPE NEVA 3R RAINPROOF I� WIDTH 32' fz UL LISTED FILE E-2875 aPIH µ�' e TOTAL WEK:HT(EMPTY) L EROTIC 0, FCFcSSt01`'P ° 8o ° R 3 A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACRNG UNDER THE DIRECTION - O OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY:APPROVED BY: CJR T.A. PJT ® _ O ° RFDS REV #: --- CONSTRUCTION W >� DOCUMENTS SAFETY SWITCH DETAIL NO SCALE 4 No SCALE 5 EQUIPMENT CABINET DETAIL NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION A OB/tV=l 6514E FOR MM B 03/61/2M RLVW PER CIANWIS D OY/2D/21= REV=PER COUFMS A&E PROJECT NUMBER 2438H.001.071 DISH Wireless L.L.C. PROJECT INFORMATION NYNYCO2242A 9245 MAIN ROAD EAST MARION, NY 11939 SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER A-4 NOT USED NO SCALE 7 NOT USED NO SCALE $ NOT USED NO SCALE Q DISH WkeMas L.L.C.TEMPLATE VERSION 35 — 07/23/2021 PROPOSED • ICE BRIDGE ...sh v ii PROPOSED D:L (OMM I I • '87 i� 5701 SOUTH SANTA FE DRIVE 4L UT LETON, CO 80120 PROPOSED CABLE CLAMP O 3'-0'O.C. EXISTING MONOPOLE 56 A-=E 0C'IATES, 18MFkxda34.3Ldm101•WaIL New.lerreyU7719 a 732.312�Q f:.7:12.312.9801 NO SCALE NO SCALE 2 HYBRID CABLE RUN NO SCALE 3 PCTEL 1.75 GPSGL—TMG—SPI-40NCB MINIMUM of 75% OR 1.60'0 OF NEI/,,} DIMENSIONS (DIAxH) MM/INm CH 81x184m Q 270' IN ANY DIRECTION Jt g¢J.Thi Q/sj� 32'x7.2Y WEIOHf W/AOCE550PoES 075 The OPS e CONNECTOR N-FEMALE - TEi IQP FREQUENCY RANGE 1590 t 30MHz GS �� t? flT96h2 ik�0 �aFESS40'1�P" CUI2PSM6P4XXX CUI2PSM9P6XXX GPS UNIT OBSTRUCTIONS MUST (4 AWG CONDUCTORS) (6 AWG CONDUCTORS) BE BELOW /0' two Tr IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. 0 O ° DRAWN BY: CHECKED BY:APPROVED BY: O• CJR I TAA I PJT 0 0. eQo /y RFDS REV #: --- e� WE 011 ''8100` CONSTRUCTION (6 AWG coNDucroRs) DOCUMENTS GPS DETAIL No scALE 4 GPS MINIMUM SKY VIEW REQUIREMENTS No sCALE 5 CABLES UNLIMITED HYBRID CABLE NO SCALE 6 SUBMITTALS MINIMUM BEND RADIUSES REV DATE DESCRIPTION A 0e/1e/2MI WM FOR FE M 0 03/01/2022 REVISED PER COMMENTS O 09/29/2022 REVISED PER COMMENTS A&E PROJECT NUMBER 2438H.001.071 DISH Wireless L.L.C. PROJECT INFORMATION NYNYCO2242A 9245 MAIN ROAD EAST MARION, NY 11939 SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER A-5 NOT USED NO SCALE 7 NOT USED NO SCALE $ NOT USED NO SCALE Q DISH Wbelow L.L.C.70APLATE VERSION 38 - 07/23/2021 FUJITSU DUAL BAND FUJITSU TRIPLE BAND RAYCAP RDIDC-9181-PF-48 TA08025-13604 TA08025-B605 DC SURGE PROTECTION (OVP) DIMENSIONS (HAW) 14.9705.770.8• DWENSKM (HxWxD) 14.9•x15.7•x9• DIMENSIONS (HxWxD) 16.57'04.5774.46 d..sh WEIGHT 63.9 Abs WEKRTf 74.95 Iba WEKiHT 21.85 LBS CONNECTOR TYPE 4.3-10 RF CONNECTOR TYPE 4.3-10 RF ELEli CONNECTOR CONNECTOR POWER SUPPLY DC —58--30V ER POWER SUPPLY DC —58»-36V EL 5701 SOUTH SANTA FE DRIVE cl LITTLETON, CO 80120 &A L-i Li a la Lin u 13 13 FE II - O_ o BACK s aecx FRONT P RENCH&PARRELLC A:E��u'IGtAT'E�S� Ax RUE 18LYTFkx e34.SAe107•VJ�L New iasey07719 o:7WX2.SB00 E 7323'12E1809 RRH DETAIL TNO SCALE RRH DETAIL NO SCALE 2 SURGE SUPPRESSION DETAIL (OVP) NO SCALE 3 JMA JMA ANTENNA MOUNT BRACKET MX08FRO665-21 #91900318 ��oi N> t,,/y DMENSIO S (WWxD) 72•x2O.o x8.o• TOTAL WEOff(WITH BRACKETS) 18 Iba (8.18 Kg) co J.�`RR� RF PORTS, CONNECTOR TYPE 8 x 4.3-10 FEMALE POLE DIAMETER RANGE 2.5•TO 4.5• WEN;HT 64.5 Ilm r- HOIE: s m WEIGHT WRH BRACKETS 82.5 lbs KR/91900318 TOP AND BOTTOM BRACKETS FOR 4—,6—,AND 8—FOOT ANTENNAS FOr p796As ANTENNA BRACKET NOT PART OF KIT �FESSIO�P R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACONG UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY:APPROVED BY: CJR T.A. PJT RFDS REV #: --- NOTE: OR DISH Wireless L.L.C.APPROVED EQUIVALENT CONSTRUCTION Iz FRONT DOCUMENTS ANTENNA DETAIL No scAIE 4 NO SCALE 5 ANTENNA MOUNTING DETAIL NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION A 05/16/=t LSSIM EOR AEW EEI FPS-AB RAYCAP STEALTH 6 03ro1/2= mm PER cme"m TRIAD FLUSH MOUNT SMOOTH MULTI-PART C 091-Dr2= Lavern PER CMI"rs DESCRIPWN PART II' — QTY RADOME OUTSIDE DIAMETERS 24•-60•DIA. TRIAD—FPS — TPART 1 — QTY. 6 APPROX. MATERIAL THXXNESS 3/18' ELY BUL101EAD ` BRACKt7 ASSl9L8l. ' TNIAD—AB — I/4" HRPO MAX. HEOff 12'-0• � PARE 2 — QTY: 8 GUSSE ASSELBIY CONNECTION BOLTS OR STRAP' A&E PROJECT NUMBER 3/8x5-1/2•A36 THREADED ROD PART 3 — OIY: 6 3/8-0-1/4-A307 BOLT PART 4 — QTY: 6 ® ® BOTTOM BOLT 2438H.001.071 PLATE STRAP DISH Wireless L.LC. 3/8•HD( NUT PARE 5 —QTY: 8 2 RADOM E/ PROJECT INFORMATION CYLINIt 3/8•FLAT WASHER PART 6 -QTY: 6 tmoom ' NYNYCO2242A 3/8'LOCK WASHER PART 7 —QTY:6 3 9245 MAIN ROAD TOTAL WT W t8 1" 4 5 s 7EAST MARION, NY 11939 MAST f TYP)BOLTON BOLT PLATE SHEET TITLE srtrABpm EQUIPMENT DETAILS t ME: ® ® ""AST MOIL* OR DISH Wireless L.L.C. .° 't SHEEP NUMBER APPROVED EQUTVAIENT am m0lIom A-6 MAST MOUNT DETAIL NO SCALE 7 RADOME CANISTER DETAIL NO WALE $ NO SCALE 9 DISH W ala L.L.C.TEMPUITE VERSION 38 —07/23/2021 NOTES DC POWER WIRING SHALL BE COLOR CODED AT EACH END FOR IDENTIFYING +24V AND —48V CONDUCTORS. RED MARKINGS SHALL IDENTIFY +24V AND BLUE MARKINGS SHALL IDENTIFY —48V. 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. • 2. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. r 3. BROAD EASEMENT RIGHTS. THE GROUND LEASE PROVIDES BROAD/BLANKET UTILITY RIGHTS. "PWR"AND "FRIT' PATH I. CONTRACTOR SHALL ASPECT THE EXISTING CONDITIONS PRIOR U SUBMITTING THE A BIO. ANY QUESTIONS OR ARISING WRING THE F)IO PERIOD IN REGARDS TO THE CONTRACTOR'S FUNCTIONS, THE SCOPE OF WORK, OR ANY DEPICTED ON A-1 AND INC ARE BASED ON BEST OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT d.sh AVAILABLE NFOIONTION INCLUDING D NOT ENATION AN MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. wilvim. FIELD VERIFICATION. PRIOR PROTECT DOCUMENTATION AND OTHER REAL PROPERTY RIGHTS DOCUMENTS. WHEN 1 INSTALLING THE uwnE5 PLEASE LOCATE AND FOLLOW 2. ALL ELECTRICAL WORK SHALL BE DONE N ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL EXISTING PATH. IF EXISTING PATH IS NOT AN OPTION, STATE AND LOCAL CODES, LAWS, AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS $701 SOUTH SANTA FE DRIVE NOTIFY CROWN CASTLE REAL ESTATE AS FURTHER REQUIRED TO MEET NEC STANDARDS. COORDINATION MAY BE NEEDED LITTLETON, CO 80120 3. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO CONSTRUCTION. 4. CONDUIT ROUGH—IN SWILL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS. VERIFY WITH THE MECHANICAL EQUIPMENT CONTRACTOR AND COMPLY AS REQUIRED. • 5. CONTRACTOR SWILL PROVIDE ALL BREAKERS. CONDUITS AND CIRCUITS AS REQUIRED FOR A COMPLETE SYSTEM. PROPOSED FIBER VAULT TO BE USED S. CONTRACTOR SWILL PROVIDE PULL BOXES AND JUNCTION BOXES AS REWIRED BY THE NEC ARTICLE 314. AS MMP (MEET ME POINT) FOR DISH 7. CONTRACTOR SHALL. PROVIDE ALL SARAN RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES. FIBER SERVICE INSTALLATION SHALL BE N ACOOROANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. FP^ FRENCH&PA OIELLO 8. ALL DISCONNECTS AND CONTROLUNG DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES _=IATES- INDICATING EQUIPMENT CONTROLLED. BRANCH CIRCUITS INSTALLED ON, AND PANE. FIELD LOCATIONS FED FROM. 1800 Rade 34,Suite 101 WCLNeWJ..wG7719 a 732 312.9900 f.732.312.9801 9. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR N ALL CONDUITS PER THE SPECIFICATIONS AND NEC 250. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES. PULL BOXES, AND ALL EXISTING ACCESS DISCONNECT SYVTTCHIES. AND EQUIPMENT CABINETS. ROAD 10.ALL NEW MATERIAL SWILL HAVE A U.L. LABEL_ PROPOSED UNDERGROUND FIBER CONDUIT (2.5" OD. 11.PANEL SCHEDULE LOADING AND CIRCUIT ARRANGEMENTS REFLECT POST—CONSTRUCTION EQUIPMENT. OF Iv` LENGTH t18'-07120 �E 12.CONTRACTOR SHALL BE RESPONSIBLE FOR AS—BUILT PANEL SCHEDULE AND SITE DRAWINGS. �� LLL d..',q� 13.ALL TRENCHES IN COMPOUND TO BE WIND DUG EXISTING 4' WIDE , U CHAIN—LINK GATES OT9642 � m �E'SS10'I'14'- PROPOSED UNDERGROUND POWER R 5 A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE AC9NG UNDER THE DIRECTION CONDUIT (2.$ OD, LENGTH UNLESS A LICENSED PROFESSIONAL ENGINEER. X % X x X X % X-7 f20'-07 TO ALTER THIS DOCUMENT. u: " EXISTING DRAWN BY: CHECKED BY:APPROVED BY: DISH PROPOSED LOCATION ILI UTILITY CJR T.A. PJT H-FRAME EQUIPMENT MEET ppFIrBER J-BOX FBR � POUR- - POUR POUR-POUR-POUR OCATION , . REDS REV --- EXISTING PAD EXISTING .PROPOSED 2"UG TRANSFORMER CONDUIT FOR DISH CONSTRUCTION (9'-0" x 23'-0") f----- ° t ELECTRIC SERVICE. . DOCUMENTS DISH TO PULL NEW SUBMITTALS POWER FROM REV DATE DESCRIPTION EXISTING A Ge/laymen MM wR IEVEW TRANSFORMER S 03/0"/2= WMED FIER oa.oAR c of/a/2= mmm Fm CMIA RS I Lx _ X x x x x z x x J A&E PROJECT NUMBER 2438H.001.071 DISH Wireless L.L.C. PROJECT INFORMATION NYNYCO2242A 9245 MAIN ROAD EAST MARION, NY 11939 SHEET TITLE ELECTRICAL/FIBER ROUTE PLAN AND NOTES 2 SHEET NUMBER 12"6" 0 i' 2' 3' 4' 5' E-1 UTILITY ROUTE PLAN ELECTRICAL NOTES NO SCALE 2 2'=1'-0' DISH Wkslew L.L.C. TEMPLATE VERSION 38 — 07/23/2021 CARLON EXPANSION FITTINGS DISH Wireless L.L.C. FIBER SEE TRENCHING NoIE 1 SWIL.L.C.DES 12AWG o.0 0 COUPLING END MALE TERMINAL STD TRAVEL VARIES PER BACIO9L L PER SIZE DISTRIBUTION PANEL PART/ ADAP��END SRE 0 LENGTH PART NUMBER TRENCHING NOTES Wows SPECIFICATIONS WIRE(B'TAIL) PROPO DDDISH W� LLC. d.*.sh r 1. cortTRAGTOR SHALL RESTORE THE (SEE GENERAL NOTES) TELCO E94W E945DX 1/2' 20 4' TRENCH TO ITS ORIGINAL SLOPE TO SUR SOIL E945E E945EOL 3/4' 15 4' SUP JOINT CONDITIONS 6Y QIN[R SEEDING CONDITION IN ACCORDANCE ,nr (SEE CHART FOR OR SODDING GRASS AREAS.OR WITH LOCAL REGULATIONS E945F E945FX 1- 10 4- r, PART NUMBER) REPLACING ASPHALT OR CONCRETE SEE TRENCHING NOTE 2 LLPRIC. U DISH Wireless I I vikelm. AREAS 70 ITS ORIGINAL CROSS E945G E945GX 1 1/4- 5 4' I I SECTION. //\ �j�/[rj oo DISH Wireless L.L.C. FIBER c I I 2 TRENCHING SAFETY;INCLUDING. ��� /� •�= NEED TOJUMPER TO CABINET WILL BE TERMINATED BY 5701SOUTH LITTLETON,, CNOAFE 80120RIVE F945FN E945HX 1 1/2' S 4- I I Gl C4 I I BUT NOT LIMITED TO SOIL ��� \� m FIBER PROVIDER ON OTHER CLASSIFICATION. SLOPING.AND \ . PROPOSED DISH - SIDE OF BULKHEAD/LC TO LC E945JX 2' is 8' 1 E945J I \ o I I SHORING.SHALL BE GOVERNED = / �� rc z s Wireless L.L.C. CONNECTOR WHERE CIRCUIT 10 NAP DI57wBUTm! IS TERMINATED. E945K E945KX 2 1/2- 10 8- I BY THE CURRENT OSHA czi N o m y BREAKER I I TRENCHING AND EXCAVATION ;. E945L EP45LX 3' 10 8' SAFETY STANDARDS. F z PROPOSED FIBER PROVIDER E945M E945MX 3 1/2- 5 8' 3. ALL CONDUITS SHALL BE /� IN IN INSTALLED IN COMPLIANCE WITH N r c, FIBER LATERAL FROMRIGHT E945NX 4' 5 8- THE CURRENT NATIONAL / PROPOSED DISH Wireless LLC 0- 0 OF WAY TO STREET. ELECTRIC CODE NEC OR AS UTILITY WARNING TAPE 12 AWG WERE E945P E945PX 5' 1 8- DISHTERMINATED TO FDP NOTE REQUIRED BY THE LOCAL SAND BEDDING PER SITE 1-11//2-POWER FROM CABINET PROPOSED DISH Wireless L.L.C. f's� ED45R ED45MC 8- 1 8' CONTRACTOR TO INSTALL EXPANSION FTTTM JURISDICTION,WHICHEVER IS WORK SPECIFICATIONS DISH Wirelm L.L.C. DWALLS 1-1/2-FIBER TO CABINET 6 SUP JOINT AT METER CENTER CONDUIT THE MOST STRINGENT. 1 1/2-CONDUITS FOR POWER PROPOSED DISFN Wfrebee LLC. PREP 10 1&RAR�L-Q TERMINATION.AS PER LOCAL UTILITY POLICY. S CIC'CAT'ES ORDINANCE AND/OR SPECIFIED REQUIREMENT AND FIBER TO CABINET FI CONDUIT FROM COMMERCIAL FIBER VAULT 1800 FbrSa34.9rba101AVJaIL TVt:xt Jersey07779 a 732.312.9000 F.732,312.9801 EXPANSION JOINT DETAIL FNO-;Z; I TYPICAL UNDERGROUND TRENCH DETAIL NO SCALE 2 DARK TELCO BOX — INTERIOR WIRING LAYOUT NO SCALE 3 OF Nti,Vy NOTE FIBER PROVIDER PROPOSED FIBER WILL NEED TO PROVIDE AN PROPOSED DISH Wireless L.L.C. LAID, IF REQUIRED 2 U-BHLAL WITH UNI NUTS, 2 U-BOLTS WITH 4 NUTS. {C u UNISIRUT IN THE EVENT THE e+ BRACKET SPACING DOESN T LINE UP WITH CURRENT SPACING BELOW PROPOSED FIBER PROVIDER IN' IN; __OUT O� 1-1/4'FlJ7L CONDl1I15 � flT961Z FIBER PROVIDER TO TERMINATE FIBER PROVIDER TO PUNCH 70P OF CFeSSOdNP POWER TO FIBER PROVIDER NID TELCO BOX OF NID ENCLOSURE AND PROPOSED DISH Wireless LLC. INSTALL 1-1/4- LIQUID 71GHT 12 AWG WIRE (8'TAIL) _ _ CONNECTORS. UL LISTED. NYLON MATERIAL, WITH O-RING GASKET R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION FIBER PROVIDER TO INSTALL OF A LICENSED PROFESSIONAL ENGINEER, PROPOSED DISH Wheless L.L.C. 1-1/4'FLEX CONDUITS BETWEEN TO ALTER THIS DOCUMENT. 10 NHP DISTRIBUTION BREAKER FDP TELCO BOX & NID PROPOSED DISH Wireless L.L.C. DRAWN BY: CHECKED BY:APPROVED B1: PROPOSED DISH Wireless LLC. TELCO FIBER ENCLOSURE CJR TA PJT 12 AWG WIRE , PROPOSED DISH Wireless LLC. 1-1/2'FIBER TO CABINET RFDS REV/ : --- PROPOSED DISH Wireless LLC. 0 PROPOSED DISH Wkelem L.L.C. 1-1/2-POWER FROM CABINET 2'CONDUIT FROM COMMERCIAL CONSTRUCTION FIBER VAMT DOCUMENTS LIT TELCO BOX — INTERIOR WIRING LAYOUT (OPTIONAL) NO SCALE 4 NOT USED No SCUE 5 NOT USED NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION A O8/1E/2021 ISSUED FOR MM B 03/01/207? RZVVI W FAA COMM C Os/ss/2072 RERM PER C01sORS A&E PROJECT NUMBER 2438H.001.071 DISH Wireless L.L.C. PROJECT INFORMATION NYNYCO2242A 9245 MAIN ROAD EAST MARION, NY 11939 SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E-2 NOT USED No SCALE ] NOT USED NO SCALE ffi NOT USED NO SCALE 9 DISH Wireless L.L.C.TEMPLATE VERSION 38 - 07/23/2021 NOTES CONDUTT SONG:AT 40% FILL PER NEC CHAPTER 9,TABLE 4,ARTICLE 358. PROPOSED POWER PROTECTIVE CABINET ENERSYS NETWORK CABINET 0.5' CONDUIT - 0.122 SO. IN AREA • UTILITY SERVICE ENTRANCE 120/24M 1 PH. SERVICE RATED, 0.75'CONDUIT - 0213 SO. IN AREA OVERALL UL LISTED POWER CENTER' 2.0' CONDUIT - 1.316 SO. IN AREA 120240 VAC 1PH/ r EXISTING 120/24OV. 103w, UTILITY N3R, 85K/1OK AIC 3.0' CONDUIT— 2.907 SO. IN AREA COMPANY PAD MOUNTED 50kVA TRANSFORMER BACKUP MAIN BREAKER WITH CABINET CONVENIENCE OUTLET CONDUCTORS (1 CONDUIT): USING THWN-2. CU. GENERATOR 200A 200A INT RL.00I® GENERATOR d s h CAMLOCK FEED, 2DOA 65K AIC (3) PROPOSED /10 - 0.0211 SQ. 8N X 2 - 0.0422 SQ. IN NEW WIRE AND CONDUIT PER UTILITY GEN PLUG COMPANY REQUIREMENTS0.75' EMf CONDUITS /10 - 0.0211 SQ. DNX 1 - 0.0211 SQ. IN <GROUND SURGE N 5'5— TOTAL - 0.0633 SQ. IN M NEW ZOOM 120/24W, 1�31W, DEVICE 100KA SAD/MOV 5701 SOUTH SANTA FE DRIVE SERVICE RAND.COMBNA710N 01 02 INCLUDING GROUND WIRE,AS INDICATED ABOVE. �OF(3) LITTLETON, CO 80120 METER/DISCONNECT(NEMA 3R) CFCI 15A 40V1 PROPOSED 2 8. 1 CU GND. WITH TEST BLOCK 13YPASS 03 04 FOR RECTIFIERS 1 &2 (MSK MODEL No. 20A RECTIFIER CONDUCTORS(3 CONDUITS): USING UL1015, CU. a uELERIC MODEL s2� a41 /NM281C1PSH SPAS OU 40A PROPOSED 2 AR93718 CU /B - 0.0552 S0. IN x 2 - 0.1103 SO. IN g pOMpYjVEF LOCAL UY Spm CDMPANY* LOCATION OF MAIN08 SHARED GROUND WIRE REOUFlERS 3!C 4 f8 - 0.0131 SO. IN X 1 - 0.0131 SO. IN <BARE GROUND TR CU (ONDUCTOR) BONDING JUIPEL PROPOSED 2 CU GN FOR RECTIFIER 5 TOTAL - 0.1234 S0. IN 10 EIPCIItODE CONDUCTOR) X11 12 20A 0.75' EMT CONDUIT N ADEQUATE TO HANDLE THE TOTAL OF(3) WIRES, (3)3/0 WITH/8 GROUND SPACE 13 14 INCLUDING GROUND WIRE,AS INDICATED ABOVE _ IN 3'SCH 40 CONDUIT SPACE1518 SPACE PPC FEED CONDUCTORS (1 CONDUIT): USING THWN, CU. GROUNDING ELECTRODE SWILL BE SPACE 17 18 SPACE Fp^zN (2) s/8 t X 10'LONG GROUND ROD SPACE 19 20 SPACE 0507 SQ 3/0 - 02879 SO. IN X 3 - 0.8537 SO. N SPACED MINIMUM 6'APART (1) PROPOSED /e - 0. . N X 1 - 0.0507 S0. IN <GROUND FRIENC�"� '�P� �0 A,s,s a cLaT•E,S SPACE 21 22 SPACE 0.5'EMT CONDUIT TOTAL - 0.8544 SQ. IN 1800 RnAa34.S Dbm 101•Wall.Naw SPAS SPACE a 732.312.9600 E.732,312.801 07719 23 24 3.0'SCH 40 PVC CONDOR IS ADEQUATE TO HANDLE THE TOTAL OF(4) WIRES, SPACE SPACE INCLUDING GROUND WIRE,AS INDICATED ABOVE PTNOPO'.iED 2 /10, 1 /10 CU OND. FOR CaNVQN�INCE OUTLET CONTRACTOR 70 REFER TO BRANCH CIRCUIT WRING SUPPLYING RECTIFIERS ARE TO BE RATED UL1015. 105'C. 60OV,AND PVC INSULATED. IN THE SAES SHOWN S OF NEI,,/ — HNAL UTILITY DESIGN DETAILS IN THE ONE-LINE DIAGRAM. CONTRACTOR MAY SUBSTITUTE UL101S WIRE FOR 7HWN-2 FOR CONVENIENCE OUTLET BRANCH CIRCUIT. BREAKERS REQUIRED, E f (2) 4GA, 2P BREAKER - SQUARE D P/N,00240 (1) 2011. 2P BREAKER - SQUARE D P/N.•00220 (1) 20A, IP BREAKER - SQUARE D P/NA0120 r: �QFccccONP' PPC ONE-LINE DIAGRAM NO SCALE TTI R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECRON OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY. CHAPPROVED BY: ECKED BY: CJR I T.A. PJT REDS REV #: --- CONSTRUCTION DOCUMENTS PROPOSED ENERSYS PANEL SCHEDULE SUBMITTALS VOLT AMPS VOLT AMPS REV DATE DESCRIPTION LOAD SERVED (WATTS) TRIP K PHASECKT TRIP (WATTS) LOAD SERVED A 05/10/2021 BSI�D EDIT tkVEM L1 L2 L1 L2 PPC CFCI OUTLET 160 :-_.__ 15A , A 2 3840 ."-:_.m ALPHA 9 Wro,/2022 RLVTsIn PER callo�s ENQt5Y5 GFCI OUTLET - _ 180 20A 3 B 4 40A 3840 RECTIFIERS 1 Mc 2 c t�/2Y/20?Z TrEVLSFD PER OIMBp05 SPACE- - 6 A 8 3840 `-."-- ALPHA CORDEX -SPACE- 7 B 8 -= 3840( RECIIFER 3&4 -SPACE- 1 A ,O 20A 1920 ALPHA CORDEX -SPACE- 11 8 12 - 1920 RECTIFIER 5 _SPACE_ 13 A 14 -SPACE- -SPACE- - 15 8 18 _ -SPACE- -SPACE- _ -- - 17 A 18 - -SPACE- -SPACE- --' 19 B 20 -SPACE- A&E PROJECT NUMBER -SPACE- - - 21 A 22 -SPACE- -SPACE— zs B1 24 ` —SPACE— 2438H.001.071 VOLTAGE ALPS 180 180 9500 9500 SP 120 2 L1 L2 TNG' 2 A1C 9880 9860 VOLTAGE MDISH Wireless L.L.C.PS PROJECT INFORMATION 81 8 1 AMPS 8 I MAX 04 MAX i� 1NYNYCO2242A 9245 MAIN ROAD EAST MARION, NY 11939 SHEET TITLE ELECTRICAL ONE-LINE, FAULT CALCS & PANEL SCHEDULE SHEET NUMBER E-3 PANEL SCHEDULE NO SCALE 2 NOT USED NO SCALE 3 11 1 DISH Wireless LLC.TEMPLATE VERSION 38 - 07/23/2021 PROPOSED IBUSS BAR NSULATORS PROPOSED 4-xl2-xl/4C TINNED • EXOTHERMIC CONNECTION TEST zCIONNSLEEEVE WITH TEST WELLCOPPER GROUNDBA BUSSR • r ■ MECHANICAL CONNECTION T� GROUND BUS BAR - —-- #6 AWG STRANDED& INSULATED r I I - /2 AWG SOLID COPPER TINNED d.sh \ O GROUND ROD BOND PROPOSED EQUIPMENT � BUSS BAR INSULATOR PLATFORM TO PROPOSED o o Ii\ GROUNDING ELECTRODE I Io! SYSiEM (TMP 4) i I L{ i GROUNDING LEGEND 9701 SOUTH SANTA FE DRIVE I,,I '� urnEroN, co 80120 it 4w,BOND H-FRAME POST TO l ' I � EXISTING TOWER GROUND UNI-STRUT (IMP.) r `t ` ' (FEILD VERIFY) 1. GROUNDING IS SHOWN DIAGRAMMATICALLY ONLY. I BOND ICE BRIDGE SUPPORT POSTS TO -� -� 2. CONTRACTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE SYSTEM. GROUNDING SHALL BE IN !'VIII I I GROUND RING BOND(s) COMPLIANCE WiTH NEC SECTION 250 AND DISH Wireless L.L.C. GROUNDING AND BONDING r I I l i l/ l�i 1 1 �'t l (TYP ALL POSTS) - I�� ITS� 'it�;i�i Til REODUiD1EN15 AND MANUFACTURERS SPECIFICATIONS. EXISTING MONOPOLE /2 AWG BURIED GROUND J r._-,.. , I 3. ALL GROUND CONDUCTORS SHALL BE COPPER; NO AW W NUM CONDUCTORS SHALL BE USED. RING 30'BELOW GRADE III /;! I r't '� /2 TINNED SOLID IN 1/2' I MINLwuD TIGHT r�rDUIT GROUNDING KEY NOTES FREWCH P CO It -i' I. jROMD wmuN 3'Two 6 OF I I +.' -� T=' p " NIO 18M t�ia2.Szlbe 101 L.sem 0779 CAD-WELD TERMINATION T' / EXTERIOR GROUND RING: /2 AWG SOLID COPPER. BURIED AT A DEPTH OF AT LEAST CH 30 INCHES BELOW POINT. EXPOSED END OFI ♦ . — •— • OA GRADE. OR 6 INCHES BELOW THE FROST UES NE AND APPROXIMATELY 24 INCHFROM THE EXTERIOR WALL OR FOOTING. LIQUID 71GHT CONDUIT It—` --==-==F- I MUST BE SEALED WITH I�.Yd w SILICONE CAULK. (TYP) �i ' _' i — — — = _♦ \ / OB TOWER GROUND RING: THE GROUND RING SYSiDM SHALL BE INSTALLED AROUND ML ANiENW1 TOWER'S LEGS. 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. ` QF NEI,,, Y — • —�- . — . — • 1- - -- - O INTERIOR GROUND RING: /2 AWG STRANDED GREEN 04SULATEO COPPER CONDUCTOR EXTENDED AROUND THE PERIMETER OF THE EQUIPMENT AREA ALL NON-TELECOMMUNICATIONS RELATED METALLIC OBJECTS FOUND BOND EQUIPMENT AS WITHIN A SiTE SHALL BE GROUNDED TO THE INTERIOR GROUND RING WiTH #6 AWG SiRAMED GREET REQUIRED BY MANUFACTURER INSULATED CONDUCTOR. Z} Jl PROPOSED EQUIPMENT GROUND RiNG TOD BOND TO INTERIOR GROUND RING: /2 AWG SOLID TINNED COPPER WIRE PRIMARY BONDS SHALL BE EXISTING TOWER GROUND RING (TOTAL 2) O AT LEAST AT FOUR POINTS ON THE INTERIOR GROUND RING. LOCATED AT THE CORNERS OF THE X9612 GROUND ROD: UL LISTED CAPPER CLAD STEEL MINIMUM 1/2" DIAMETER BY EMIT FEET LONG. GROUND TYPICAL EQUIPMENT GROUNDING PLAN NO SCALE I OE RODS SHALL BE INSTALLED WITH INSPECTION SLEEVES. GROUND RODS SHALL BE DRIVEN TO THE DEPTH OF GROUND RING CONDUCTOR. OCELL REFERENCE GROUND BAR, POINT OF GROUND REFERENCE FOR ALL COMMUW-47KM EQUIPMENT IT IS A VIOLATION OF uw FOR ANY PERSON, F FRAMES.ALL BONN ARE WADE WITH /2 AWG UNLESS NOTED OTHERWISE STRANDED GREEN INSULATED UNLESSATHEY SmEED ACTINNG UNDER THE ENGINEER.ON COPPER CONDUCTORS. BOND TO GROUND RING WITH (2) /2 SOLID TINNED COPPER CONDUCTORS. TO ALTER THIS DOCUMENT. OWITCH PLATE GROUND BAR: BOND TO THE INTERIOR GROUND RING WITH TWO /2 AWG STRANDED GREEN DRAWN BY: CHECKED BY:APPROVED BY: INSULATED COPPER CONDUCTORS.WHEN A HATCH-PLATE AND A CELL REFERENCE GROUND BAR ARE BOTH PROPOSED PRESENT.THE CRGB MUST BE CONNECTED TO THE HATCH-PLATE AND TO THE INTERIOR GROUND RING CJR T.A. PJT BULKHEAD MP) I I� USING (2) TWO /2 AWG STRANDED GREEN INSULATED COPPER CONDUCTORS EACH.` r REDS REV #: EXISTING MAST ANTENNA ) C1 I H EXTERIOR CABLE ENTRY PORT GROUND BARS: LOCATED AT THE ENTRANCE TO THE CELL SITE BUILDING. BOND --- ! O NG�WITH A/2 AWG SOLID TINNED COPPER CONDUCTORS WITH AN EXOTHERMIC WELD ANDINSPECTION CONSTRUCTION ROUND MEMBER I I ADAPTER PROPOSEDI O TELCO GROUND BAR: BOND TO BOTH CELL REFEEWX GROUND BAR AND EXTERIOR GROUND RING. DOCUMENTS STEALTH CANISTER I "i I THE BONDING POINT FOR TELECOM EQUIPMENT FRAMES SHALL BE THE GROUND BUS THAT SUBMITTALS 3/6•HEX OR • 11111111111llllllllllllllllllllllllll I ;E I IS NOT ISOLATED FROM THE EQUIPMENTS METAL FRAMEWORK. REV DATE I DESCRIPTION EXISTING MAST FlLLLSTER BOLT I [ i I O INTERIOR UNIT BONDS: METAL FRAMES. CABINETS AND INDIVIDUAL METALLIC UNITS LOCATED WITH THE AREA A 06/18/2021 svIFD FDR MID9 LACK WASHER OF THE R GROUND RING. RING REQUIRE A#6 AWG STRANDED GREEN INSULATED COPPER BMMI OND TO THE R 03/01/2M WISED PER COS BUS BAR GROUND FLAT WASHER i .} i e 09/29/2022 REMED PER COMI O FENCE AND GATE GROUNDING: METAL FENCES WITHIN 7 FEET OF THE EXTERIOR GROUND RING OR OBJECTS 8'x2•GROUND BONDED TO THE EXTERIOR GROUND RING SHALL BE BONDED TO THE GROUND RING WITH A/2 AWG SOLID BUS BAR EXISTING MAST ! C I TINNED COPPER CONDUCTOR AT AN INTERVAL NOT EXCEEDING 25 FEET. BONDS SHALL BE MADE AT EACH GATE POST AND ACROSS GATE OPENINGS. ROUND MELBER I ! I O EXTERIOR UNIT BOND: METALLIC OBJECTS, EXTERNAL TO OR MOUNTED TO THE BUILDING. SHALL BE BONDED AWIPiER STAINI6S STEEL I , I 70 THE EXTERIOR GROUND RING. USING/2 TINNED SOLID COPPER WIRE A&E PROJECT NUMBER STEEL HOSE CLAMP �\ I�/2 AWG SntANDED 2438H.001.071 HOSE STAINILESS CLAS 8'x2•GROUND BUS BAR I I COPPER GREEN O ICE BRIDGE SUPPORTS: EACH ICE BRIDGE LEG SHALL BE BONDED TO THE GROUND RING WITH /2 AWG BARE (TOTAL OF 1) I INSULATED ) ED�C•ON ER,CONDUCTOR. PROVIDE EXOTHERMIC WELDS AT BOTH THE ICE BRIDE LEC AND BURIED DISH Wireless LLC. oll,'jPROJECT INFORMATION OO DURING ALL OC POWER SYSiEM CHANGES INCLUDING DC SYSTEM CHANGE OUTS. RECTIFIER REPLACEMENTS NYNYCO2242A OR ADDITIONS• BREAKER DISTRIBUTION CHANGES, BATTERY ADDTiTOiM BATTERY REPLACEMENTS AND INSULLATDN5 OR CHANGES TO DG CONVERTER SYSTEMS IT SHIN.BE REQUIRED THAT SERVICE 9245 MAIN ROAD CONTRACTORS VERIFY ALL TIC POWER RETURII BUSS BAR PLAN BUSS BAR ELEVATION ANTENNA GROUNDING COMMOR FROM THE DC POWER S�a°r EQUIPPED�A��°r�EC� CELL�° EAST MARION, NY 11939 _ REFEFENCIE GROUND BAR ELEVATION O TOWER TOP COLLECTOR BUSS BAR IS TO BE MECHANICALLY BONDED TO PROPOSED ANTENNA MOUNT. SHEET TITLE REFER 7D IHSH Wlrebes L.L.C. GROUNDING NOTES. GROUNDING PLANSAND NOTES SHEET NUMBER G-1 TYPICAL ANTENNA GROUNDING DETAIL NOCAL SE 2 GROUNDING KEY NOTES No SCALE3 DISH%Wm L.L.C.TEMPLATE VERSION 35 - 07/23/2021 NOTES EQUIPMENT CABINET OMITTED FOR CLARITY • r .sh wksm"- 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 PROPOSED GPS UNIT PROPOSED �. 20DAMP METER SOCKET ------------ - E3 ----------- eI PROPOSED i RRH (iYP OF % 200AMP METER SOCKET u T (6)) _ I U FRENCH&DARK•E"Q PROPOSED p0yyH ------ 180II Fknte34.SLAe 101AWaILNenTe� yU7719 PROTECTIVE a732.31298D F 7323298 rLR'CABINET p 7 ERK Tri �tl i 1 Ilr------ SPACE FOR ADDMONAL 1 I I1 I I DISCONNECT SAFETY I - _ Jli IllljH' IF REQUIRED' .j, R-___= l• 1� j d.? #2 TINNED SOLID IN , 5 ���" 4R� I; 1/2'MIN. LWD TIGHT CONDUIT FROM 24' BELOW GRADE TO WTIHIN 1' 3'TO 6'OF CAD-WELD r, TERMINATION POINT n I EXPOSED END OF THELKH , r2YA" MUSE ESEALED WWITH O \ SILICONE CAULK. (TYP) Li Li Li i o. .q._• o o. . -. o •\ ��? `�j961'b R IS A VIOLATION OF LAW FOR ANY PERSON I r< 00 - - _- ^�\•>-^- e,t 00 _y j \ j; I. O _'�:- -_ \-t - •* _ _"�•": 00 1^ \ UNLESS THEY ARE ACTING UNDER THE DIRECTION `•. "•-'^ --1 —. - °"" _ ', i;.' ':'_ c' ".. _ \ OF A LICENSED PROFESSIONAL ENGINEER. . / i :/, //� / /• i, ,;% yL TO ALTER THIS DOCUMENT. -- - - DRAWN BY: CHECKED BY:APPROVED BY: WR T.A. PJT FRONT ELEVATION SIDE ELEVATION RFDS REV #: --- CONSTRUCTION DOCUMENTS NOT USED No saLE H FRAME GROUNDING DETAIL No sCaE 2 suBMrrrALs REV DATE DESCRIPTION NOTES A 0e/1e/=l IISSM FOR REYMN #2 TINNED SOLID IN 1/2' MIN. LKIUID 8 ms/Dt/ VIPER aaboas TIGHT CONDUIT FROM 24BL 'BELOW GRADE CAE GROUNDING=REQUIRED W TEN 09/90/=/= REW wn F>EV6ED PER aDMMOrs TO WITHIN 3'TO 6'OF CAD-WELD PIPE ANTENNA IS LESS THAN 10' FROM CABINET TERMINATION PONT. EXPOSED END OF THE LIQUID TIGHT CONDUIT MUST BE /moi r SEALED WrtH SILICONE CAULK GRAM PROPOSED GPS UNIT \ A&E PROJECT NUMBER "���f � //�;•/ " /2 AWG GRouNn I PROPOSED Posr 2438H.001.071 CONDUCTOR TO GROUND o I I DISH Wireless L.L.C. MOIL CPS APPRUOVNIITED PROJECT INFORMATION I PROPOSED PIPE CLAMPS I EQUWALENTNYNYCO2242A 9245 MAIN ROAD cADWEL(TVP) ► GROUND RING y ` 0 \\ EAST MARION, NY 11939 SHEET TITLE TIE KFID Z v .. �� RrNc p` O � GROUNDING DETAILS _ MINI BIOSE COMNECIION PROPOSED 0 M B CABLE 8 GROUND RIG SHEET NUMBER - MINIMUM BENDING RADRIS \ / 2 GROU PER CABLE MANUFAGTUTIQYS \ SPECIFICAT+ors "'TO GROUND G-2 TRANSITIONING GROUND DETAIL NO SCALE 3 TYPICAL GPS UNIT GROUNDING NO SCALE 4 OUTDOOR CABINET GROUNDING NO SCALE 5 DISH*Wm L.L.C.TEMPLATE VERSION 38 - 07/23/2021 EXTERNAL CLOSED BARREL, FOR ALL BLACK HEAT CONDUCTOR INSULATION TO EXTERNAL INSPECTION WINDOW IN CLEAR HEAT CONDUCTOR INSULATION TO d.* sh 1. EXOTHERMIC WELD (2)TWO. /2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUND TOOTHED EXTERIORHOLE SHANK W BILM UP AGAINST THE CONNECTOR BARREL TOOTHED AALL DL.REQUIRED FOR IOR TWO-HOLE SHRNK BUTT UP AGAINST CONNCfOR BARREL E BAR. ROUTE RXOlIDUCfORS TO BURim GROUND RING AND PROVIDE PARALLEL EXOTHERMIC CONNECTORS r WELD. 3/e'DIA xi 1/2' 3/8' DIA xi 1/2' 2. ALL EXTERIOR GROUNDING HARDWARE SHALL BE STAINLESS STEEL 3/8' DIAMETER OR LARGER. ALL HARDWARE 18-8 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 AMI-OXIDANT COMPOUND v*ekm- BEFORE HATING. S/S LOCK S/S LOCK • 4. DO NOT INSTALL CABLE GROUNDING KIT AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR WASHER --- ------- WASHER ___ _______ 5701 SOUTH SANTA FE ERNE DOWN TO GROUNDING BUS. S/S FLAT � S/S FLAT UTTLETON, CO 80120 B 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 --- ------- GROUNDING BAR --- ------- GROUNDING BAR --- ------- B. ALL GROUNDING PARI' AND EQUIPMENT TO BE SUPPLIED AND INSTALLED BY CONTRACTOR S/S FLAT S/SWAS ER ������ 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUND BAR AS " JJJJ�j/, WASHER REQUIRED. cc�� --- ------- 8. DOM THE WIRE INSULATION TERMINATION IS WITHIN 1/8' OF THE BARREL(NO SHINERS). S/S BOLT S/S BOLT (1 OF 2) (1 OF 2) 1/18'MINIMUM SPACING 1/16' MINIMUM SPACING FREl1�CH A FARREL L0 AS'SC1C CAT"ES '1800 HuIIE34.SuSe 1011• ¢ U7719 732390 F � m9a TYPICAL GROUNDING NOTES NO SCALE TYPICAL EXTERIOR TWO HOLE LUG No SCALE 2 TYPICAL INTERIOR TWO HOLE LUG NO SCALE 3 12'DIA x 24' DEEP INSPECTION SLEEVE PVC OR SOIL PIPE WITH OR EQUIVALENT OR .SOF NEI,,,y it ICY - J TA Rd NOTE: MINIMUM OF 3 THREADS S/S BOLT(TIP) Q t TO BE VISIBLE(TYP) FINISHED GRADE S/S SPUR WASHER (TYP) o a,°°o 0 0. 0.°a . o°o'a.o o°o S/S °° o°.o °o°.°°°o o °o;000.oc000°: rte`. / (TIP) La" �jj\\//�jinzip /\//\/ j�\j��\,�\\ uj 2 HOLE LONG BMItEl %\/%\/ (� /j//j//j//j%/� �Q f)79 1T �O TINNE�D.wS.OLS COPPER \%/�\%\\% I I %\\%\\%\\%�� EXOTHERMIC CONNECTION LUG I,IIr) 3/4'CRUSHED STONE OR S3O� TIN COATED SOLID S/S MT WASHER (TVP) �iT\ ////\\� EQUAL FILL TEST WELL TO COPPER BUS BAR �� WITHIN 2'OF TOP OF S/S NUT(TYP) �j/\/ / GROUNDING LOOP CONDUCTOR IT IS A VIOLATION OF LAW FOR ANY PERSON. INSULATOR UNLESS THEY ARE ACTING UNDER THE DIRECTION CHERRY \/ OFA TO ALTER THIS ENGINEER, INSTALLED IF REQUIRED f— ----_f DRAWN BY: CHECKED BY:APPROVED BY: tE:15 COPPER#2 AWG COLIONDU ORED CJR TA PJT EXTERIOR GROUND RING GROUND ROD, 1/2'MIN. x 8'-0' RFDS REV --- LONG COPPER CLAD STEEL (ER100 '87W0) CONSTRUCTION DOCUMENTS LUG DETAIL TNO scALE [� NOT USED No SCALE rj TYPICAL TEST GROUND ROD WITH INSPECTION SLEEVE NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION A 08/10/2021 69ED FOR IEMW B 03/01/2022 MEW PER COM ENIS C 09/29/2022 RINSED PER COMMIENIS A&E PROJECT NUMBER 2438H.O01.071 DISH Wireless LLC. PROJECT INFORMATION NYNYCO2242A 9245 MAIN ROAD EAST MARION, NY 11939 SHEET TITLE GROUNDING DETAILS SHEET NUMBER G-3 NOT USED No SC&E 7 NOT USED No SCALE $ NOT USED NO SCALE 911 DISH W6dow L.L.C.TEMPLATE VERSION 38 - 07/23/2021 RF JUMPER COLOR CODING 3/4-TAPE WIDTHS WITH 3/4- SPACING ALPHA RRH BETA RRH GAMMA RRH LOW BANDS (N71+N26) AWS • PORT 1 PORT 2 PORT 3 PORT 4 PORT 7 PORT 2 PORT 3 PORT 4 PORT 1 PORT 2 I PORT 4 OPTIONAL - (N29) (N66+N70+H-BLOCK) LOW-BAND RRH - + SLAM - SUNT + SLANT - SLANT + SLANT - SLANT + SIAM - SLAM + SIANf - SLANT - SLANT(600MHz N71 BASEBAND) + ORANGE PURPLE d s h (850MHz N26 BAND) +(700MHz N29 BAND) - OPTIONAL PER MARKET RED RED RED RED BLUE BLUE BLUE BLUE GREEN GREEN GREEN ORANGE ORANGE RED RED ORANGE ORANGE BLUE BLUE ORANGE ORANGE GREEN ADD FREQUENCY COLOR TO SECTOR BAND CBRS TECH NEGATIVE SLANT PORT 5701 SOUTH SANTA FE DRIVE (CBRS WILL USE YELLOW BANDS) WHORANGE ORANGE ORANGE ORANGE ORANGE (3 GHz) ON ANT/RRH LTTTLETON, CO 80120 YELLOW WHITE ALPHA SECTOR BETA SECTOR GAMMA SECTOR i BLUE BLUE GREEN CREEK GREEN GREEN MID-BAND RRH - (AWS BANDS N66+N70) 11111 BLUE BLUERED BLUE GREEN &Amwm � �PURPLE PURPLE _ PURPLE PURPLE ASS'OCIAIMS ADD FREQUENCY COLOR TO SECTOR BAND 1B0011bGa34.Swba101•WaILNawJ swa7719 (CBRS WILL USE YELLOW BANDS) a 732,312.9800 f.732.312.9801 - COLOR IDENTIFIER NO SCALE 2 HYBRID/DISCREET CABLES EXAMPLE 1 EXAMPLE 2 EXAMPLE 3 RED SECTOR FREOU ENCY BAINDS SUPPORTED INCLUDE ALONG WITH BLUE '�� .� ��,{I,p_®�� ip ver GREEN ORANGE EXAMPLE 1 - HYBRID, OR DISCREET, SUPPORTS GREEN ALL SECTORS, BOTH LOW-BANDS AND MID-BANDS PURPLE t 1' ORANGE YELLOW EXAMPLE 2 - HYBRID, OR DISCREET, SUPPORTS PURPLE �. `.'.•,y_4 .r'-„ \. CBRS ONLY, ALL SECTORS 9G FIBER JUMPERS TO RRHS LOW BAND RRH HIGH BAND RRH LOW BAND RRH HIGH BAND RRH LOW BAND RRH HIGH BAND RRH LOW-BAND RRH FIBER CABLES HAVE SECTOR STRIPE ONLY R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION BLUE BLUE GREEN GREEN OF A UCEN'a PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PURPLE PURPLE PVRPLE DRAWN BY: CHECKED BY:APPROVED BY: CJR T.A. PJT POWER CABLES TO RRHs LOW BAND RRH HIGH BAND RRH LOW BAND RRH HIGH BAND RRH LOW BAND RRH HIGH BAND RRH RFDS REV #: --- LOW-BAND RRH POWER CABLES HAVE SECTOR STRIPE ONLY CONSTRUCTION ICED RED BLUE BLUE GREEN GREEN DOCUMENTS NOT USED NO SCALE 3 SUBMITTALS PURPLE PURPLE PURPLE REV DATE DESCRIPTION A 06/16/2021 I= FOR REVIEW 6 03/01/2022 REVISED PER COIAOM RET MOTORS AT ANTENNAS ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 C 09/29/2022 WVISW PER CO AOM LOW BAND/ HIGH BAND/ LOW BAND/ HIGH BAUD/ LOW BAND/ HIGH BAND/ -IN- -IN- -IN- 9N- -IN" 'IN' RED- :. BUdE-: GREEN GREEN A&E PROJECT NUMBER Pum PurtPLE' PURPLE 2438H.001.071 DISH Wireless L.LC. PROJECT INFORMATION MICROWAVE RADIO LINKS FORWARD AZIMUTH OF 0-120 DEGREES FORWARD AZIMUTH OF 120-240 DEGREES FORWARD AZIMUTH OF 240-360 DEGREES NYNYCO2242A LINKS WILL PRIMARY SECONDARY PRIIMAW SECONDARY THE AZIMUTH ACOLOR VE A IOVERLAPPING.5-2 INCH HINETHE MI DILE.TH PRIMARY CY 9245 MAIN ROAD ADD ADDITIONAL SECTOR COLOR BANDS FOR EACH EAST MARION, NY 11939 ADDITIONAL MW RADIO. WHITE WHITE WHITE WHITE WHITE RITE MICROWAVE CABLES WILL REQUIRE P-TOUCH BLUE BLUE CREEK SHEET TITLE LIBELS INSIDE THE CABINET TO IDENTIFY THE WHITE WHITE WHITE WHITE WHITE RF LOCAL AND REMOTE SITE ID'S RED BLUE GREEN WHITE WHITE WHITE CABLE COLOR CODE SHEET NUMBER RF-1 RF CABLE COLOR CODES NO SCALE T NOT USED NO SCALE T4] DISH ftol 9 L.L.C. 7EMPLATE VERSION 38 - 07/23/2021 EXOTHERMIC CONNECTION • AB ANCHOR BOLT IN INCH ABV ABOVE INT INTERIOR MECHANICAL CONNECTION ■ AC ALTERNATING CURRENT LB(S) POUND(S) d.*.sh BUSS BAR INSULATOR A ADM ADDITIONAL LF LINEAR FEET v CHEMICAL ELECTROLYTIC GROUNDING SYSTEM e AFF ABOVE FINISHED FLOOR LTE LONG TERM EVOLUTION TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEMA T AFc ABOVE GROUNDFINISHED GRADE MAS MASONRY B AGL ABOVE GROUND LEVEL MAX MAXIMUM EXOTHERMIC WITH INSPECTION SLEEVE ❑• AIC AMPERAGE INTERRUPTION CAPACITY MB MACHINE BOLT GROUNDING BARrte— ALUM ALUMINUM MECH MECHANICAL ALT ALTERNATE MFR MANUFACTURER GROUND RODQ� VyTDpNIyU 5701 SOUTH SANTA FE DRIVE TEST GROUND ROD WITH INSPECTION SLEEVE 1T APPROX APPROXIMATE MGN MINIMUM GROUND BAR LITTLETON, CO 80120 Ilf ARCH ARCHITECTURAL MISC MISCELLANEOUS SINGLE POLE SWITCH ATS AUTOMATIC TRANSFER SWITCH MTL METAL $ AWG AMERICAN WIRE GAUGE MIS MANUAL TRANSFER SWITCH DUPLEX RECEPTACLE /I BATT BATTERY MW MICROWAVE BLDG BUILDING NEC NATIONAL ELECTRIC CODE DUPLEX GM RECEPTACLE BLK BLOCK NM NEWTON METERS BLKG BLOCKING NO. NUMBER r----N FLUORESCENT LIGHTING FDCTURE (2)TWO LAMPS 48-78 F BEAM / NUMBER t_---J BTC BARE TINNED COPPER CONDUCTOR NTS NOT TO SCALE Fp^zN SMOKE DETECTION (DC) O BOF BOTTOM OF FOOTING OC ON—CENTER FRENCH&PAS:tRFJ L0 CAB CABINET OSHA OCCUPATIONAL SAFETY MID HEALTH ADMINISTRATION lAw S©CLAT1S EMERGENCY LIGHTING (DC) CAN CANTILEVERED OPNG OPENING 18OO11oL9832.8 EVMLL..3m12�a7719 CHGGING P/C PRECAST CONCRETE cK SECURITY LIGHT W/PHOTOCELL U`IHONIA ALXW CLG CEILING OPCS PERSONAL COMMUNICATION SERVICES LED-1-25AAW/51K—SR4-120—PE—DDBTXD CLR CLEAR PCU PRIMARY CONTROL UNIT CHAIN LINK FENCE X X X X COLCOLUMN COMMONU PC PRIMARY RADIO CABINET Comm WOOD/WROUGHT IRON FARCE CONC CONCRETE PP POUNDS P PRESERVING WALL STRUCTURE CONSTR CONSTRUCTION PSI POUNDS PER SQUARE FOOT ��r, n c`�✓y DBL DOUBLE PSI POUNDS PER SQUARE ITCH �1P �R�.7qR�9�� LEASE AREA — —— —————— ———— PT PRESSURE TREATED a t DC DIRECT CURRENT PWR POWER CABINET PROPERTY UNE (PL) — — — — — — DEPT DEPARTMENT SETBACKS ———————— OF DOUGLAS FIR QTY RADQUAIUS----------------- � DIAMETER RAD RADRIS ICE BRIDGE RECTI RECTIFIER DAG DIAGONAL REF REFERENCECABLE TMY DIM DIMENSION REINIF �` flT9612 REINFORCEMENT WATER LINE W W — W W W DWG DRAWING REO'D REQUIRED �CSSiCA�F`n DWL DOWEL UNDERGROUND POWER —UGP—UGP—UGP—UGP—UGP— EA EACH RET REMOTE ELECTRIC TILT UNDERGROUND TELCO —UGIT—UGT—UGIT—UGIT—UGIT— EC ELECTRICAL CONDUCTOR RF RADIO FREQUENCY IT IS A VIOLATION OF LAW FOR ANY PERSON, RMC RM METALLIC CONDUIT UNLESS THEY ARE ACTING UNDER THE DIRECTION OVERHEAD POWER pp—qp—pp p}p— EL ELEVATION OF A LICENSED PROFESSIONAL ENGINEER, EIEC ELECTRICAL RRH REMOTE RADIO HEAD TO ALTER THIS DOCUMENT. OVERHEAD TELCO OHI OHF OHTONT EMT ELECTRICAL METALLIC TUBING RRU REMOTE RADIO LINT CHECKED BY:APPROVED BY: UNDERGROUND 7ELC0/POWER —UGT/P—UGT/P—UGT/P —UGT/P— ENG ENGINEER RWY RACEWAY DRAWN BY: SCH SCHEDULE CJR TA PJT ABOVE GROUND POWER —AGP—AGP—AGP —AGP —AGP— EO EQUAL SHIT SHEET ABOVE GROUND TELCO —AGT —ACT —AGT —AGT —AGT EXT EXTERIOR SIAD SMART INTEGRATED ACCESS DEVICE REDS REV #: --- ABOVE GROUND 7ELCO/POWER —AGT/P —AGR/P —AGT/P —AGT/P — EW EACH WAY SIM SIMILAR FAB FABRICATION SPEC FICATION CONSTRUCTION WORIO'OINT W.P. FF FINISH FLOOR SQ SQUARE DOCUMENTS SS STAINLESS STENT FG FA GRADES BECTON REREFERENCEX_X FlF FACILITY INTERFACE FRAME SN STANDARDUBMITTALS FDI FINISH(ED) STIL STEELTEMPR1f REV DATE DESCRIPTION FLR FLOOR THK THICKNESSA 0e/tVMI ISSM FOR REVo► XX FDN FOUNDATIONa 03/01/2= MW PER OOMMoaS DETAIL REFERENCEX_X TMA TOWER MOUNDED AMPLIFIER FOC FACE OF CONCRETE TN TOE MAIL O O9M12072 REV W PER COMMITS FOM FACE OF MASONRY TOA TOP OF ANTENNA FOS FACE OF SND TOC TOP OF CURB FOW FACE OF WALL TOF TOP OF FOUNDATION FS FINISH SURFACE FT FOOT TOP NOP OF PLATE(PARAPET) FOOTING TOS TOP OF STEEL A&E PROJECT NUMBER FN FT FOOTING TOW TOP OF WALL 2438H.001.071 GEN GENERATOR TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION 7YP TYPICAL WirelessDISH GFq GROUND FAULT CIRCUIT INTERRUPTER UG UNDERGROUND PROJECT INFORMATION GL8 GLUE LAMINATED BEAM OR O UL UNDERWRITERS LABORATORY GVV GALVANIZEDGALVANIZEDUNCI UNLESS NOTm oROR NYNYCO2242A �' GLOBAL POSITIONING SYSTEM TELECOMMUNICATIONS SYSTEM 9245 MAIN ROAD GND GROUND UMTS UNIVERSAL MORE MUNIUPS UNITERRUFFIBLE POWER SYSTEM (DC POWER PIANO EAST MARION, NY 11939 GSM GLOBAL SYSTEM FOR MOBILE HOG HOT DIPPED GALVANIZED VIF VERIFIED IN FIELD SHEET TITLE FDR HEADER W WADE HCR HANGER W/ WITH LEGEND AND HVAC HEAT/VENTILATION/AIR CONDITIONING WID WOOD ABBREVIATIONS FRT If]GHT WP WEA7HERPROOF SHEET NUMBER IGR INTERIOR GROUND RWC WT WEIGHT GN-1 LEGEND ABBREVIATIONS DISH Wirekaa L.L.C.TEMPLATE VERSION 38 — 07/23/2021 SITE ACTIVITY REQUIREMENTS: GENERAL NOTES: 1. NOTICE TO PROCEED - NO WORK SHALL COMMENCE PRIOR TO CONTRACTOR RECEIVING A WRITTEN NOTICE TO PROCEED 1.FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: • (NTP) AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE DISH Wireless CONTRACTOR•GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION r L.L.C. AND TOWER OWNER NOC & THE DISH Wireless L.L.C. AND TOWER OWNER CONSTRUCTION MANAGER. 2. LOOK UP' - DISH Wireless L.L.C. AND TOWER OWNER SAFETY CLIMB REQUIREMENT: CARRIER:DISH Wireless L.L.C. 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 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. R 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 urrLETDN, 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 T0, 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 T0, BRACING, FORMWORK, SHORING, ETC. JURISDICTIONAL REQUIREMENTS. SITE VISITS BY THE ENGINEER OR HIS REPRESENTATIVE WILL NOT INCLUDE INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL 4. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING PLANS, CLIMBING OBSERVATION OF THE FINISHED STRUCTURE ONLY. PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF 4. NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. THE WORK CONTAINED HEREIN, AND SHALL MEET ANSI/ASSE A10.48 (LATEST EDITION); FEDERAL, STATE, AND LOCAL REGULATIONS; WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND/OR AS PROVIDED FOR IN FRENCH&PARRELLO AND ANY APPLICABLE INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL RIGGING THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES, AND SPECIFICATIONS, THE ASS=0'CCAT'ES 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 1amw,um34.8ub&1 n• �T V X19 THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS N CONSTRUCTION, TO CERTIFY THE SUPPORTING STRUCTURE(S) IN RECORD. m 732.312.9800 1732392m1 ACCORDANCE WITH ANSI/IIA-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 LLC. AND TOWER OWNER TOWER SITE AND LATEST VERSION OF ANSI/TiA-1019-A-2012 'STANDARD FOR FIELD VERIFY THE DIMENSIONS, MEASUREMENTS, AND/OR CLEARANCES SHOWN IN THE CONSTRUCTION DRAWINGS PRIOR TO INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS.' FABRICATION OR CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. IF IT IS DETERMINED THAT THERE ARE DISCREPANCIES AND/OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS ,oFNEf'✓y 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE POSSIBLE. At� 1. AN ALTERNATIVE INSTALLATION FOR APPROVAL BY DISH Wireless LLC. AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH CO 6. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE CHANGE OF INSTALLATION. EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CARRIER POC AND TOWER OWNER. AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, , REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, ORDINANCES AND APPLICABLE REGULATIONS. REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED 07,9612 OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, �O -SSj- 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS ORDINANCES AND APPLICABLE REGULATIONS. UNLESS SPECIFICALLY STATED OTHERWISE. 8. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR 9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES INCLUDING PRIVATE LOCATES SERVICES PRIOR TO THE START NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. IT Is A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF CONSTRUCTION. 9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS of A uTOALTTERPTTHHIS DOCUUMENNAL T ENGINEER. 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 DRILLING10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE NG PIERS AROUND OR NEAR 1AN 0. EINSTALLATION FOR APPROVAL BY THE CARRIER AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH CHANGE CJR TA PJT UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) OF INSTALLATION. FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E) CONSTRUCTION SAFETY RFDS REV #: --- PROCEDURES. 11. CONTRACTOR IS TO PERFORM A SITE INVESTIGATION, BEFORE SUBMITTING BIDS, TO DETERMINE THE BEST ROUTING OF ALL 11. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND DISH PROJECT SPECIFICATIONS, CONDUITS FOR POWER, AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN THE POWER, TELCO, AND GROUNDING PLAN CONSTRUCTION LATEST APPROVED REVISION. DRAWINGS. 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DOCUMENTS 12. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH AT THE COMPLETION OF DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF DISH Wireless L.L.C. AND TOWER OWNER THE WORK. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND SUBMITTALS DISPOSED OF LEGALLY. 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REV DATE DESCRIPTION 13. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. A 05/+Wa+ MM FM RW WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY a 03/0T/2= WASM PER CNIMENTS THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF DISH Wireless L.L.C. AND TOWER OWNER, AND/OR LOCAL UTILITIES. BASIS. C 09/29/2= Rt:V=IMER Commas 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EQUIPMENT, ROOMS, AND SHELTERS. 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND TOWER AREAS. 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE A&E PROJECT NUMBER APPLICATION. 24388.001.071 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE CONSTRUCTION DISH Wireless L.L.C. DRAWINGS AND/OR PROJECT SPECIFICATIONS. PROJECT INFORMATION 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF NYNYCO2242A REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL 9245 MAIN ROAD 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY EAST MARION, NY 11939 DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. 20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS SHEET TITLE REMOVED FROM THE EXISTING FACILITY. ANTENNAS AND RADIOS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED GENERAL NOTES LOCATION. 21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY SHEET NUMBER BASIS. 22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT GN-2 BE PLACED IN ANY FILL OR EMBANKMENT. DOSH*Wm L.L.C.TEMPLATE VERSION 38 - 07/23/2021 CONCRETE. FOUNDATIONS. AND REINFORCING STEEL: 16. ELECTRICAL METALLIC TUBING (EMT) OR METAL-CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE DESIGN 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/909 AND ALL APPROVED ABOVE AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. GRADE PVC CONDUIT. r 2. UNLESS NOTED OTHERWISE, SOIL BEARING PRESSURE USED FOR DESIGN OF SLABS AND FOUNDATIONS IS ASSUMED TO BE 1000 18, LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TETE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION psf• OCCURS OR FLEXIBILITY IS NEEDED. d.*.sh 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 3000 psi AT 28 DAYS, UNLESS NOTED OTHERWISE. NO 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED. SET MORE THAN 90 MINUTES SHALL ELAPSE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS APPROVED BY THE ENGINEER OF RECORD. SCREW FITTINGS ARE NOT ACCEPTABLE. TEMPERATURE OF CONCRETE SHALL NOT EXCEED 9O'f AT TIME OF PLACEMENT. 4. CONCRETE EXPOSED TO FREEZE-THAW CYCLES SHALL CONTAIN AIR ENTRAINING ADMIXTURES. AMOUNT OF AIR ENTRAINMENT TO BE 20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND THE 5701 SOUTH SANTA FE DRIVE BASED ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE TYPE II PORTLAND CEMENT WITH A NEC. LITTLETON, 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 #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 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 DRAWINGS: FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MENCH&PARREL= • CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3' MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. A,SSCC'1AT'ES 18CIDI Hnme34.S,ba 101•VV/aIL New JeseyU 7719 • CONCRETE EXPOSED TO EARTH OR WEATHER: 24. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEEP 732.312.98007 F.782.392.9NQ1 STEEL SHALL MEET OR EXCEED UL 50 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND NEMA 3 (OR BETTER) FOR • #6 BARS AND LARGER 2' EXTERIOR LOCATIONS. • #5 BARS AND SMALLER 1-1/2' 25. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED OR NON-CORRODING; SHALL MEET OR • CONCRETE NOT EXPOSED TO EARTH OR WEATHER: EXCEED UL 514A AND NEMA OS 1 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR r BETTER) FOR EXTERIOR LOCATIONS. Or I Ely • SLAB AND WALLS 3/4' 26. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 (NEWEST REVISION) AND BE RATED • BEAMS AND COLUMNS 1-1/2' NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. 7. A TOOLED EDGE OR A 3/4' CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED OTHERWISE, 27. THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR DISH Wireless L.L.C. AND ° o IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. TOWER OWNER BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 4 28. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE ELECTRICAL INSTALLATION NOTES: WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. G OTag12 � 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE 29• INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW 'DISH Wireless L.LC.'. °ESSFO�P FEDERAL„ STATE, AND LOCAL CODES/ORDINANCES. 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED If IS A VIOLATION OF LAW FOR ANY PERSON, AND TRIP HAZARDS ARE ELIMINATED. UNLESS OFF A LICENSED PPRROFESSIONAAL ER ENGINI�o" TO ALTER 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. DOCUMENT. 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. DRAWN BY: CHECKKEED BY:APBAPT.PROVED BY: 4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REQUIREMENT OF CJR T.A. PJT THE NATIONAL ELECTRICAL CODE. REDS REV #: --- 4.2. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 22,000 AIC MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE CONSTRUCTION RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PRE THE DOCUMENTS GOVERNING JURISDICTION. 5. EACH END OF EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR, AND TELCO CONDUCTOR OR CABLE SHALL BE SUBMITTALS LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2' PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR REV DATE DESCRIPTION EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA. A ae/1IV=1 LSWW FOR IVAN 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE 9 07/01/2M REVM PER Cams CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (i.e. PANEL BOARD AND CIRCUIT c 09/D/2= FE00 PER COMM00118 ID'S). 7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. 8. 11E WRAPS ARE NOT ALLOWED. 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR (#14 OR LARGER) A&E PROJECT NUMBER WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 2438H.001.071 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (#6 OR LARGER) WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. DISH Wireless L.L.C. PROJECT INFORMATION 11. POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI-CONDUCTOR, TYPE SOOW CORD (#14 OR LARGER) UNLESS NYNYCO2242A OTHERWISE SPECIFIED. 9245 MAIN ROAD 12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE (#14 OR LARGER), WITH EAST MARION, NY 11939 TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND SHEET TITLE BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75 C (90' C IF AVAILABLE). GENERAL NOTES 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND NEC. SHEET NUMBER 15. ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT (RMC) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. GN-3 06H Wirelm LLC.TDAPLATE VERSION 38 - 07/23/2021 GROUNDING NOTES: 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GESS) SHALL BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. r 2. THE CONTRACTOR SHALL PERFORM IEEE FALL—OF—POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR GROUND ELECTRODE SYSTEMS, THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO d s h ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO - PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE TESTING RESULTS. 4. METAL CONDUIT AND TRAY 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. LIITLETON, 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 OF THE GROUND BUS ARE PERMITTED. FpAft 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE 12 SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. FRENCH& REI' AS S 0lC:XA7Ec_:� 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. IBM Fkm�3a.sOaa1m•w�INe,N.0779 a 732.31228M f.732,312.�Q1 10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED. 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. p'r IdFI�H�Y 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND C,�Q���a„�aROj�f BAR. 15. APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND r CONNECTIONS. rr+ y 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL C 079612 �� 17. MISCELLANEOUS ELECTRICAL AND NON—ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND �Sslo RING, IN ACCORDANCE WITH THE NEC. 18. BOND ALL METALLIC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND CONDUCTOR. IT Is A VIOLAnON OF LAW FOR ANY PERSON, ON 19. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED UNLESS THEY ARE ACTINGPF UNDER THE INFDIRER. OF A LEY ARE UNDER ENGINEER, THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR TO ALTER THIS DOCUMENT. SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL DRAWN BY: CHECKED BY:APPROVED BY: CONDITIONS, NON—METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (i.e., NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. CJR T.A. PJT 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 BARE SOLID TINNED COPPER IN 3/4- REDS REV #: --- NON—METALLIC, FLEXIBLE 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 REV DATE DESCRIPTION (FERROUS OR NONFERROUS METAL PIPING ONLY). DO NOT ATTACH GROUNDING TO FIRE SPRINKLER SYSTEM PIPES. A 0e/1E/2021 as11m FOR REvar B 03/01/2022 REVISED PER COIRF11I5 C 09/2a/2= REVD PER CaWDM A&E PROJECT NUMBER 2438H.001.071 DISH Wireless LLC. PROJECT INFORMATION NYNYCO2242A 9245 MAIN ROAD EAST MARION, NY 11939 SHEET TITLE GENERAL NOTES SHEET NUMBER GN-4 DISH Wi ehm LLC.TBLPLATE VERSION 38— 07/23/2021 Sv P HL MT �SCS FRECEIiIE From: Derek Picinic <dpicinic@inrange-Ilc.com> CT 10 2023 Sent: Tuesday, October 10, 2023 11:08 AM wl - ownµ-- To: Westermann, Caitlin Planning Board Cc: Dan Liebezeit; Iris Dawson Subject: [SPAM] - NYNYCO2242A DISH WIRELESS MOD AT EAST MARION (REQUEST FOR FINAL PLANNING INSPECTION) 3( , — 3 — 1 1 . 3 Attachments: ####49038tix 20230816123151.pdf Caitlin, I hope this email finds you well, as per our conversation. I am requesting the final site inspection for Permit#49038, so we can satisfy the building dept at this time.The last item they are seeking is the "final okay from the planning dept" which you will see in the attachment from John Janiski (Town of Southold inspector) -Please keep me updated on the outcome of the inspection. Respectfully„ Derek Anthony Picinic MEMO Project Coordinator "w r inRange Solutions NRANGE LUTN0 NS [� 551-655-7086 :.... , hiran,,a.sq�I�tt�c�Gu�c�axr�, 90 East Halsey Road Parsi an IBJ 07054 973.860.2424(fax) ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 FEB 0 2023 ) 70MCF999 695 Route 46 West, ®:LUT,4,0 ra.s° Suite 103 Fairfield,NJ 07004 February 15',2023 RAS� z. L Town of Southhold Town Hall Annex Building 54375 Route 25 ' Southold,NY 11971 .:,, .s .:�- •''14.1' RE: Request for Minor Modification to Existing Wireless Facility— Site Address:9245 MAIN ROAD(RT 25)East Marion,NY 11939 Tax Map ID: 1000-031-00-03--00-011-031 Crown Site Number:857511/Customer Site Number:NYNYCO2242A/Application Number:548683 Dear Building Department: On behalf of DISH Wireless LLC. ("Applicant"),Crown Castle USA Inc.("Crown Castle")is pleased to submit this request to modify the existing wireless facility noted above through the collocation, replacement and/or removal of the Applicant's equipment as an eligible facilities request for a minor modification under Section 64091 and the rules of the Federal Communications Commission("FCC").' Section 6409 mandates that state and local governments must approve any eligible facilities request for the modification of an existing wireless tower or base station that does not substantially change the physical dimensions of such tower or base station. Under Section 6409,to toll the review period,if the reviewing authority determines that the application is incomplete,it must provide written notice to the applicant within 30 days, which clearly and specifically delineates all missing documents or information reasonably related to whether the request meets the federal requirements.3 Additionally, if a state or local government,fails to issue any approvals required for this request within 60 days,these approvals are deemed granted.The FCC has clarified that the 30-day and 60-day deadlines begins when an applicant:(1)takes the first step required under state or local law; and (2) submits information sufficient to inform the jurisdiction that this modification qualifies under the federal 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 is March 151, 2023, and the deadline for issuance of approval is April 1 SC 2023 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: (i) Building Permit Application (2) ESCROW FEE$4.000 CHECK (3) COI's-LIA,DIS AND WC (4) Four(4)Sets of Construction Drawings (5) Three(3)Structural Analysis (6) Three(3)RF EME Reports (7) Section 6409 Substantial Change Checklist. i Middle Class Tax Relief and Job Creation Act of 2012,Pub.L.No. 112-96,§6409 (2012) (codified at 47 U.S.C. §1455). 2Acceleration of Broadband Deployment by Improving Wireless Facility Siting Policies,29 FCC Rcd. 12865 (2014) (codified at 47 CFR§1.6100);and Implementation of State&Local Governments'Obligation to Approve Certain Wireless Facility Modification Requests Under Section 6409(a)of the Spectrum Act of 2012, WT Docket No. 19-250 (June 10,2020). 3 See 47 CFR§ 1.61oo (c)(3). 4 See 2020 Upgrade Order at paragraph i6. As these documents indicate,(i)the modification involves the collocation,removal or replacement of transmission equipment; and(ii)such modification will not substantially change the physical dimensions of such tower or base station.As such,it is an "eligible facilities request" as defined in the FCC's rules to which the 60-day deadline for approval applies. Accordingly, Applicant requests all authorization necessary for this proposed minor modification under Section 6409. Our goal is to work with you to obtain approvals earlier than the deadline.We will respond promptly to any request for related information you may,have in connection with this request.Please let us know how we can work with you to expedite the approval process.We look forward to working with you on this important project,which will improve wireless telecommunication services in your community using collocation on existing infrastructure. If you have any questions,please do not hesitate to contact me. Section 6409 Substantial Change Checklist Towers Outside of the Public Right of Way The Federal Communications Commission has determined that a modification substantially changes the physical dimension of a wireless tower or base station under 47 U.S.C.§ 1455(a)if it meets one of six enumerated criteria under 47 C.F.R.§ 1.6100. Criteria for Towers Outside the Public Rights of Way YES/NO Does the modification increase the height of the tower by more than the greater of. (a) 10% (b)or the height of an additional antenna array plus separation of up to 20 feet from the top of the nearest existing antenna? YES/NO Does the modification add an appurtenance to the body of the tower that would protrude from the edge of the tower more than 20 feet or more than the width of the tower structure at the level of the appurtenance,whichever is greater? YES/NO Does the modification involve the installation of more than the standard number of new equipment cabinets for the technology involved or add more than four new equipment cabinets? YES/NO Does the modification entail any excavation or deployment outside the current site by more than 30 feet in any direction,not including any access or utility easements? YES/NO Does the modification defeat the concealment elements of the eligible support structure? YES/NO Does the modification violate conditions associated with the siting approval with the prior approval the tower or base station other than as specified in 47 C.F.R. § 1.6100(c)(7)(i)—(iv)? Sincerely, D elrek/ P ic� inRange Solutions, LLC 695 Route 46 West, Suite 300 Fairfield,NJ 07004 Mobile: 551-655-7086 Fax: 973.860.2424 E-mail: d icinic@inrange-LLC.com 1 1G- E1 501,LIU r10WS E I ,_ E r �. F--"'— ') - - � tl�o�suffuck�o� TOWN OF SOUTHOLD—BUILDING DEPARTMENT ;�thold�i�i�rr� H, x Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 planning ® rci } Telephone(631)765-1802 Fax(631)765-9502 haps://www.southoldtownnv. o Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only FEB0 p d PERMIT NO. Building Inspector: _ Applications and forms must be filled out in their entirety.Incomplete 170M)F applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall Date: pd2j 42 OWNER(S)OF PROPERTY: Name_East Marion Fire DistrictscTM#s000- oo Project Address_9245 Main Road_East Marion,.NY 11939..- - Phone#:631-477-0163 Email: Mailing Address: t — . _x-0 CONTACT PERSON: Name:Derek Picinic Mailing Address:695 Route 46 W Suite 300, Fairfield,_NJ 07004 Phone#:551-655-7086 - Email:dpicinic mRan e-llc,com - DESIGN PROFESSIONAL INFORMATION: Name:FRENCH & PARELLO ASSOC. Mailing Address:1800_RT 34 SUITE 101WALL,_NJ 07719 Phone#:732-312-9800 Email: CONTRACTOR INFORMATION: Name:JA LEE Mailing Address:31 Sty_ertowne Rd. Clifton NJ 07012 Phone#T631278.8345.___._..____...-...__._- -----.--�_-___ Email:dpagan alee.us DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure RAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: DOtherAdd(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 BNo 1 PROPERTY INFORMATION Existing use of property: ' Intended use of property:Cell Tower �..a. .. _ Cell Tower Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to - this property? ❑Yes 17No IF YES, PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design.professional Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION.ISMEREBY MADE tothe Building Department for the Issuance,of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable laws,Ordinances or Regulations,for the construction of buildings, ` additions,alterations or.for removal or demolition as herein'descdbed.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 bulldingisj for necessary inspections.False statements made herein are _punishable as a Class,A misdemeanor pursuant to Section 216A5 of the ftw York State Penal law. Application Submitted By(print name):Derek Pieinic BAuthorized Agent ❑Owner Signature of Applicant: Date. STATE OF NEW YORK) SS: COUNTY OF ) DEREK PICI N IC AGENT being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the AGENT OBO CROWN CASTLE DISH NETWORK LLC (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this ��day of 202 'rte f NotaPub is NOtary'P•r blio,`State of New 1Fark PROPERTY OWNER AUTHORIZATION No. 01WE6365673 Where the applicant is not the owner Qusiified in Suffolk Count ( pp i )Gats MI:*Lon Expires Oct.' t;0W I, residingat �l jn4g,I-0a4 do hereby authorize DEREK PICI NIC AGENT to apply on my behal o the n o old Buildi,,g Department for approval as described herein. Owner's Signnatu Date Print Owner's Name 2 SUFFOL,y . TOWN OF SOUTHOLD—BUILDING DEPARTMENT y. x Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631)765-9502 haps://www.southoldtgynny.�ov BUILDING PERMIT APPLICATION INSTRUCTIONS&CHECKLIST • Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. • The work covered by this application, including land clearing/site work, may not be commenced before issuance of a building permit. • No building shall be occupied or used in whole or in part for any purpose whatsoever until the Building Inspector issues a Certificate of Occupancy. • Every building permit shall expire if the work authorized has not commenced within twelve (12) months after the date of issuance or has not been completed within eighteen (18) months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an additional 6 months. Thereafter,a new permit shall be required. ALL APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING MATERIALS: ❑ Building Permit Application: Complete,signed and notarized. ❑A survey/site plan,drawn to,scale at original size,showing the location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas and waterways. ❑Four(4)sets of plans bearing the signature and original seal of a NYS licensed professional engineer or architect illustrating compliance with the Building Codes of New York State. ❑Contractor's proof of insurance and Suffolk County license: • Certificate of Workers' Compensation Insurance (C105.2 or U26.3)AND a Certificate of Disability Benefits Compensation Insurance (DB120.1) • Certificate of Liability Insurance "Note: Final Fees will be calculated by the Building Department using the fee schedule. Fees will be collected after the permit is written" ADDITIONAL DOCUMENTATION MAY BE REQUIRED AS IDENTIFIED BELOW: ❑Suffolk County Department of Health Services Approval (original copy) ❑Approval of the Zoning Board of Appeals, Planning Board, and/or Historic Preservation Commission (if applicable) ❑Electrical Permit Application (FILED SEPERATELYI: Electrician must have an active license with Suffolk County ❑Flood Plain Development Permit Application (if applicable) ❑Southold Town Trustees Permits may be required: If any work will be done within 100'of a tidal or fresh water wetland. ❑NYS D.E.C. Permits may be required: If any work will be done within 300' of a tidal wetland or 100' of a fresh water wetland Ell copy of ComCheck/ResCheck(if applicable) El copy of Manual J, Manual D and Manual S(if applicable) [I Utilization of truss/pre-engineered wood/timber construction form (if applicable) ❑Single and separate title search (if applicable) ❑Curb cut permit(NYS or Suffolk County form 239F) (if applicable) ❑Original signed Owners Authorization: if applicant is other than owner. 3 �gUFFO(,�co jo TOWN OF SOUTHOLD—BUII.DING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631)765-9502 haps://www.southoldtownny.gov INSPECTION&CERTIFICATE OF OCCUPANCY INFORMATION It is the responsibility of the applicant,owner,or contractor to request inspections from the Building Department. Construction must be completed and certificate of occupancy must be obtained within eighteen (18) months,or the permit may need to be renewed. Building permits shall be visibly displayed at the work site and shall remain visible until the authorized work has been completed. Work shall remain accessible and exposed until inspected and accepted by the Building Inspector.The permit holder shall notify the Building Inspector when any element of work described below is ready for inspection. The following elements of the construction process shall be inspected,where applicable: • Footing reinforcement or pier excavation prior to pour; • Footing keyway with foundation wall reinforcement; • Foundation before backfill; • Foundation damp proofing; • Framing,tie down/strapping and plumbing; • Underground plumbing; • Perimeter insulation; • Rough electric; • Insulation and caulking; • Solid fuel-burning heating appliances, chimneys,flues or gas vents; • Energy Code compliance; and • A final inspection after all work authorized by the building permit has been completed. After all necessary inspections are completed additional documents, including but not limited to the following, may be required: • Suffolk County Health Department Approval—original copy • Plumbers Affidavit • Miscellaneous Certifications as requested by Plans Examiners or Inspectors The Certificate of Occupancy will be issued after all of the required documents are submitted to this office. No building may be used or occupied in whole or in part, until a Certificate of Occupancy shall have been.issued by the Building Inspector. The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. The person responsible for this site must call in for all inspections listed above. Contact the Town of Southold Building Department at(631) 76S-1802 to schedule your inspections. Please have your building permit number ready. 4 j Z:�TEII rkeire W S S 0& CERTIFICATE OF INSURANCE, COVERAGE FED ., Wo Tfin, Cipinpensaitoln BoaM. DISABILITY AND'PAID FAMILY LEAVE BENEFITS LAW' i;PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance,Agent of that Carrier i I fa-Legal!Name,&Address-of Insured!(Use;street address,only)' �lb-..Business Telephone:Number of Insured! I J.A. LEE ELECTRIC SERVICES LLC 123-30 50TH AVE 16312434706 I LONG ISLAND CITY, NY 11101 'Work-.Locatloni of Insured(,only requiiL-d'Ircoverage rs spedfically-AmNaartm Tc.,Federal,Employer Identification-Number:-of hisuredi or.Sociall Security Number Icadaitr.ldcatfi)nsii7,N�w,'Y*ork,St�ite,,.I.�-'e.,wmp�.pp,-Ilby Town of Southold 47-3963870 �Z.Name and Address of,` ntity-ReqpestFng;Proof of Coverage i3a..Name of Insurance Carrier (Entity f Beinq Listed as the Certificate,Hdid6r)i Town of Southold �Standard Security Life Insurance Company of New York 153095 Route 25 13b...Policy!Number of.,Entity Listed in,Box"Ta.' P 0 Box 1179 R14044-003 'Southold, NY 11971 3c..Polk;yeftclive period 8/2015 m 11/27/2023 & Policy,provides the following:benefits:: i 17K 1 A.L Both,disability/and paid,family,leave benefits.. F] B.Disability,,benefits only.. DI C_Paid family leave benefits only,.. 15;.Policy covers:: Alli of the employses,employees eligible.under the.NYS:Disability,and!Paid!Family Leave.Benefits Law. 01 B..Onlyithe following class or classes of employers employees: Under-penalty,of pedUry,,,11 certify that,li am,an,authofted representative.or licensed agent of the insurance carrier referenced above.and that the named! insured'has NYSI Diisability,and/or Paid Family Leave Benefits,insurance coverage.as,d6sco QW above- Date-Signed 11/28/2022 BY, (Signature-ofinsurance.carriin'sauthor!Ad:repr,esenteEVe or UYS'LjcnnsedlnsuranceAgent:of that insurance carrier)) Telephone.Number (212) 355-4141 — Nameandillitle SUPERVISOR-DBL/POLICY SERVICES 1IMPORTANT: If Boxes 4A.and SA are checked! and!this form,!is.signed by the,insurance.camer's authorized representafiVe or NYS' Licensed Insurance Agent of that.carver,,this:certificate is COMPLETE..Maill it directly to,the certificate holder. If Bok 4B,4C or 513,is checked„this certificate,is NOT'COMPLETE for purposes of Section 220,1 Sub&8,of the NYS; Disability and Paid.Family Leave.Benefits Lawc It must be mailed for,completion!to,the Workers'Compensation Board!,,Plans.Acceptance.Unit,,.PO)Box 52001,,.Binghamton,,,NY139022-52-O& !PART 2..To,beco pleted,by,the,NYS Workers'Compensation,Board(Only,if BoxAC or5B.of Partl hasbeenichecked),l State of Ne.w York Workers'Compensation Board lAccarding,to,information maintained bythe NYS Workers'Compensation,Board",the above-namedi emplbyerha&compiled with the: NYS Disability,and Paid!Family Leave.Benefits,Law with respect to,all'of his/,her employees. Data signed By (Signature ofAuthorJzedNYSWdrke&.'Compensatibrit Board Employee)) ITelaphone Niumber Name and!IM6 Please,Note.,onlif,insurance carriers:Himnsed,to,write-NYS'disability and'paid`family,leave benefits:Insurance pofibibs;and.,NYS'licensed'insurance., agents.of those insurance carriers are authotfzedld issue Form)DB-12011.. hisurance brokers are NOT authodked to issue,thlk farm;. 013-120A(110-17), Additional' Instructions for Forme 1313-1120.1 By signing this form;the Insurance carrier identified in Box 3 on this form is certt, ng,Ahat if.ss in,sunng;the business referenced in,box"Ila!'for disability and/or paid'family leave benefits under the;New York.State Disability and'PaidFamily Leave Benefits Law.The Insurance_Carrier or, its licensed agent.willsend this Certificate of Insurance to,the entity,listed as the certificate holder in Box 2. The insurance carrier must notify the above certificate holder and the Workers'Compensation Board?within,,1i01 days IF a: policy is cancelled.due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or elirndnate the:In, from coverageindicated on this e:Certificate.(These notices my be sent by regular maiI.)Qtherwise=,this Certificate is valid for one year after this formi is approved;by the:insurance carrier or its,licensed agent,or until the.policy expiration date listed'in.Box 3c,whichever is earlier This certificate is,issued:as:a matter of information only and confers no rightsupon the certificate holder-Thiscertificate. does not amend',extend or alter the coverage:afforded by the policy listed, nor does it.confer any rights or responsibilities beyond thosecontained;in,the referenced policy., This certificatemay be:used!as.evidence of a Disability,and/or Paid Family Leave.Benefits contract of in, only while the underlying policy is in eff"ecL Please.Note: Upon:the.cancellation.of the disability and/or paid family leave benefits policy indicated on this; form, if the business continues to be named)on a permit, license or contract issued by a.certificate:holder;,the business must provide that:certificate holder,with a new Certificate.of NYS Disability and/or Paid,Family,Leave Benefits Coverageor other authorized proof that thebusiness is complying with the mandatory coverage requirementsof the New York State Disability and Paid Family Leave Benefits Law. DISABILITY AND PAID FAMILY LEAVE BENEFITS LAVA' §220..Sub&8 (a) The head of a,state:or: municipal'department;,board,commission or office:authorized or required by lawtor issue any permit for or, in:connection with any work involving the employment.of employeesin employment as defined!in this.article;, and not withstanding;any general or speciall statuterequiring or authorizing,the,issue of such permits„shall not:issue such. permit unless proof duly subscribed by an.insurance carrier is produced.in,a:form satisfactory/to the:chair;,that the payment of disability,benefits and after Januaryfirst,,two thousand and twenty,=ones,the:payment of family leave benefits for all employeess has,been secured as provided by this.article_[clothing;herein„however,shall be.construed"as;creating any liability on:the part of such,state:or municipal d'epartrnent,,board„cornmi'ssion or office,to,pay,any,disability benefits to any such employeeif so employed':. (b)The head of a state or municipals department;,board commission or office:authorizedi or required!by law/to enter into any contract for or: in connection with any work involving the employment of,employees in employment.as.defined in,this, article and,notwithstanding any genera[or special'statuterequiring or authorizing;any, such contract,,shafli not enter Into any such contract unless proof duly subscribed by an insurance:carrier is produced in a form.satisfactory to the:chair-,that the payment of disability,benefits and after January first;,two thousand eighteen;,the.payment of family leave.benefits for all employees has been secured as provided!by this article. DB'-120.1(1047)Reverse! Client#:98338 JALEEE ACORD. CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDlYYYY) 11/28/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME CT Commercial Support Edgewood Partners Ins.Center PHONE 631-390-9700 F 631-390-9790 A!C No Ext: All,No 40 Marcus Drive E-MAIL Gay ADDRESS: p NEConstructioncerts a icbrokers.com 3rd Floor INSURER(S)AFFORDING COVERAGE NAIC# Melville,NY 11747 INSURER A:Accredited Surety and Casualty Co.Inc. 26379 INSURED INSURER B:Hartford Accident and Indemnity Company 22357 J.A. Lee Electric Services LLC Scottsdale Insurance Company 41297 INSURER C: P Y 11 Melanie Lane,Unit 9 Merchants Mutual Insurance Company 23329 INSURER D: Y East Hanover,NJ 07936 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MM/DD MM/DD A X COMMERCIAL GENERAL LIABILITY Y 1TPMNY1701268809GL 11/15/2022 1111512023 EEACHOCCUR�RENCE s2,0001000 CLAIMS-MADE ^I OCCUR PREMISES Eaoccu ence $300,000 X BI/PD Ded:25000 MED EXP(Any one person) $5,000 X Contractual Liab. PERSONAL&ADV INJURY $2,000,000 GEN'L AGGREF_;�GATE LIMIT APPLIES PER: GENERAL AGGREGATE $4,000,000 POLICY III ECT POLICYF1 LOC PRODUCTS-COMPlOP AGG $4,000,000 OTHER: $ D AUTOMOBILE LIABILITY CAP9269823 11/15/2022 11/15/202 COMBINED e eaciden SINGLE LIMIT 1,000,000 ANY AUTO BODILY INJURY(Per person) $ OWNEDX SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS PROPERTY DAMAGE P X HIRED NON-OWNED AUTOS ONLY X AUTOS ONLY er accident $ $ A UMBRELLA LIAB X OCCUR 1TPMNY1701'268810XL 11/15/2022 11/15/2023 EACHOCCURRENCE $3 00O 000 X EXCESS LIAB CLAIMS-MADE (GL only) AGGREGATE s3,000,000 DED I I RETENTION$ $ B WORKERS COMPENSATION 12WECD18223 11/01/2022 11/01/202 X PTR U OTH- ER AND EMPLOYERS'LIABILITY OFFICERIMEMBEREXCLUDED ECUTIVE I N/A E.L.EACH ACCIDENT $1,000,000 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 A Excess Liab(GL) 1TPMNY1701268811XL 11/15/2022 11/15/202 $5,000,000 Occur/Agg C Excess Auto Liab XLS2000864 11/15/2022 11/15/202 $5,000,000 Occur/Agg DESCRIPTION OF OPERATIONS!LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Certificate holder is included as additional insured for general liability coverage as required by written contract. CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 53095 Route 25 ACCORDANCE WITH THE POLICY PROVISIONS. PO BOX 1179 Southold,NY 11971 AUTHORIZED REPRESENTATIVE i ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD #S5008466/M4362524 CCA03 This page has been left blank intentionally. N!YS1F view Yank State lirasueaivice.Fund PO Bax:66699'„Albany;.NY 12206" f nySilf cOm CERTIFICATE OF WORKERS'COMPENSATION INSURANCE 'Q &&n,n,n a. 473963870, KEEVI'LY,SPERO-WHITELAW INC- 500>MAMARONECKAVENUE HARRISON NY 10528. 9.A: SCAN'Ti O,VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER JIA.LEE ELECTRIC SERVICES LLC TOWN OF SOUTHOLD 4901 JERICHO TPKE 53095 ROUTE 25; MINEOLA NY 11501 PO BOX 1179 SOUTHOLD NY 11971 POL'ICY"NUMBER'. CERTIFICATE NUMBER POLICY PERIOD ! DATE G1205,634-7 550027 1 0011,2022 TO 11/0,112023 111[28/2022 THIS IS TO, CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH: THE' NEW YORK STATE.INSURANCE FUND! UNDER. POLICY NO_ 1205634-7„ COVERING THE ENTIRE OBLIGATION OF' THIS; POLICYHOLDER FOR WORKERS' COMPENSATION UNDER'. TETE NEW YORK: WORKERS." COMPENSATION LAW WITH RESPECT TO, ALL OPERATIONS IN THE STATE OF NEW/YORK,. EXCEPT AS INDICATED BELOW. IF YOU,WISR TO,RECEIVE NOTIFICATIONS REGARDING SAID POLICY;,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE„VISIT OUR WEBSITE AT HTTPS-IIWWW.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 THE SOLE PROPRIETOR„PARTNERS AND/,OR.MEMBERS OF A.LIMITED LIABILITY"COMPANY 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. TQC THE DATE OF THE ACCIDENT, THE. CERTIFICATE HOLDER HAS ENTERED INTO' A WRITTEN' CONTRACT WITH,OUR,INSURED)THAT. REQUIRESTHAT SUCHI 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 STAT SU CE FUND 7p/ DIRECTOR;INSURANCE FUND,UNDERWRITING VALIDATION'NUMBER:354096330 U-26.3 -- n rd Radio Frequency —Electromagnetic Energy (RF-EME) - Maximum Permissible Exposure (MPE) Study Report for Site ID: NYNYCO2242A 9245 MAIN ROAD, EAST MARION NY 11952 Date: November 18, 2022 Prepared by: Zheng Li Email: zheng.li@dish.com Naive: Zheng Li Title: RF Engineer Company: Dish Wireless Signature: - Date: 11/18/2022 Confidential and Proprietary©2021 DISH WIRELESS Site Report Summary Table Is Site Compliant with FCC Rules and Regulations? Yes b Remediation Required? _ No Any Other Recommendation(s)? C[A) , ® Twiau MOMMMFlow t 1 1 compliance Casfi2uratiika .- ».. ...�.,,,.,... ...�...r.�. r .e GUIDELINES NOTICE CAUTMM WAWMG MOCEWO BARRIER/N ARKER Access Point(s) 0 0 0 0 0 0 dimensions Alpha 0 0 1 0 I 0 dimensions Beta 0 0 0 0 0 0 dimensions Gamma 0 0 0 0 0 0 dimensions 1 Confidential and PropietwyC 2021 DISH WIRELESS 0 Table of Contents SiteReport Summary Table............................................................................................................ 1 1. Introduction and the Purpose of the Report................................................................................3 2. Site Data Description..................................................................................................................4 3.Analysis....................................................................................................................................... 8 3.1 RoofView study on the Ground............................................................................................8 3.1.1 FCC MPE Limits...........................................................................................................8 3.1.2 FCC 5%Rule............................................................................................................... 13 3.2. Signage Location Diagram................................................................................................ 16 4. Conclusion................................................................................................................................ 17 5.Attachments.............................................................................................................................. 18 5.1 Attachment A...................................................................................................................... 18 5.2 Attachment B...................................................................................................................... 19 2 Confidential and Proprietary C 2021 DISH WIRELESS 1. Introduction and the Purpose of the Report This report addresses exposure to radio frequency electromagnetic fields in accordance with the FCC Rules and Regulations for all individuals, classified in two groups, "Occupational" and "General Public." All computer modeling and analytical methods have been performed in accordance with the FCC's Office of Engineering and Technology Bulletin 65 ("OET Bulletin 65'), Evaluating Compliance with FCC Guidelines for Human Exposure to Radio Frequency Electromagnetic Fields, Edition 97-01,published August 1997. This document specifically addresses compliance of Dish's transmitting facilities independently and in relation to all collocated transmitting facilities,which together constitute the RF environment at the site. This report contains a detailed summary of the RF environment at the site including: • Theoretical MPE based on software modeling • Some pages of the construction drawings of the site The predictive software tool,RoofView® 5,utilizes a cylindrical model that provides a spatially averaged power density that is calculated in one square foot increments(pixels).The composite RF fields are displayed as a percentage of the appropriate standard. Spatial-peak is the maximum RF energy,across the area of the human body(about six feet high),that an individual can be exposed to. This is considered the Full Body Peak(FBP). This level should be considered the highest level that is found in the area of interest. If during the evaluation of an area for exposure,there are no FBP exposures above the MPE being considered, the area is considered below the limits and requires no additional evaluation. Spatial-averaging: If during the evaluation of an area for potential exposure,it is determined that there are areas where peak FBP levels exceed the MPE,then spatial-averaging is required. Spatial-averaging considers the complete area of the human body in the evaluation of exposure. If there is an area that RF fields are above the applicable MPE limit,then additional vertical measurements should be taken. This is done to understand the levels between the ground level and six feet high. The average of these vertical measurements is known as the Spatial-averaged exposure, which is used to evaluate compliance with the MPE. The plots in Section 3 show the spatial average predicted power density levels in the reference plane indicated as a percentage of the General Public Limits. Please note that 100%of the General Public Limits corresponds to 20%of the Occupational Limits as shown in Section 5 Attachment A. 3 Confidential and Proprietary©2021 DISH WIRELESS I Site.Data Description This°is.&,stealthpole with.three sectors and the sketch below shows,the section of the stealth pole where the antennas are located.The data configuration for the.sife is also-provided below' . 35` Ott. Jr MOL SPACE TO VEMWIE. PFAMKM p041 .. _ ' alien, L. OF {L C-IJI113 I, AT �5EG7[iDR,. (bl� EXISM, NG MAST II I RMPOM om wedgy LLC. IrlvjIWFROPOW ON won �-�— LLC. cKwb1IIt Dish [� Plan View. 4 ConfTd'entfiBE and Proprietary 02020 DISEi'WIRELESS li,EL a NW-41 ACV; r�EL M Amlir gmuc. m7.,,w-oz-,rAV Dish E m L x' -WLIW TV E8..7—,5-wx jQL-ip, Exr.71r.AITAT II'ArEL ANZ3NA BUN,' 4tiE4fiA_4 -1. &Y i", 1. -EVff'?z LE L (I)-mmomm aw1wMIMI ur— ,i YJ M..G 0)pi Luili NO COHM a jw-a'#&.NW kci I 11j"I MWr•ri M LLII Miami- E4FTrw,u%E e,1714C SM 4%4u,F12e M-rd CM MINNiiiiiii Ut. Para"UK Gm LUT, FIF, I Elevation View, 5 Cmfteendal:and Proprietary 0202T DISH.WIRELESS 1. CWMVMA 0=FMZ VEMFY ALL*M800a fx: I mmm PM mom owm Foot GLWYI & ==r_rumrmA4ww;9w To ,.r • YF EF NO NOT 'A "Lme - 9WMVTI— za F.DMWW K 1E D® -,H4+LPJ -ATE Wit. FM7t4t V N-M.E IEE MIMAM ME a 'r vv.w4 I-E.:ml dol— 'I IrItE C-"m iI _ Er.,n E M4'.VM FU E.1!fl.r 1.K KEfIr 71.. COMPOUND SITE PLAN 10] the_f Overall Site Plan 6 Confidential and Proprietary @ 2021 DISH WIRELESS 0 Ant (tdHz; tMFut ca!c (R' (k) (n) i (}tk dBd 6Wdth i ON lk= C llsmt Freq Pov.er Ptwer 1.1fy Modet x v 2 ApHt Gain P!Dirt rag 1 Ant 1A CXsi_SG600 600MCCO IM.O IM.0!CommSmpe FW-65B-R3 ILO 11.0 74.0L,a 112 65FW E.taN& 2:Ant IA CNefi_5G21M.00000 320.0 320..0 CommSmpe FW-658-R3 �LLO "LO 74.0: 6.0 IS3 65;90' 046 3/Int 28 Dish SG 600 600 COOCC I C 4E Cc mSmpe FW.-650-U, 12 C 10,0 74.0; 6 0 22..2 65;210�CMW.. 1, ..............._. __. _. .. i-_..__ i ................_.._._.__.. _..._. ___... ___ .............................. __..�.._............. s Aust 28 Dish NtS 2100 C000C. 320 C" 388 F3,CmnmSmpe FW-650-ft3 12a 10.0 74,C 6.0 Lfi 3 65;21C ON.i F i 5'Ant 3C Dish SM 600:COOCO: M.a' L2tBiCwn5mpe FVY-65943 Flax ffi0 74.. 11 69D L1.2 68gEth" 6iAnt3C Dis^_SG_AWS 2100.00000; 320,0 3M-GiCommSmpe F 458 i=, 10,0 74.0 Lit 16,.33 65`,3(Im€A]Nf. ..........._ ............................_.__..........__.. ...._ .... ._...._........... .._._......._...-__... -. 7(AT&T Ant 1A LTE VVCS 7.300,00000: Ido 0 .kD.'.Commsmpe NN H-6S44:tr -µ L1.D 11.0 lG-I0; 45 1172 MA �cw B;ATaTAnt 7A Y9KI5 850.00000, 800 B3A�Canmsmpe NNHi SA.fiL4 tILO 11.G M4Ztis U 6',fg ICIHF 4AT&TAot15 LTE VVCS 2MC,OCCCO ICO.C; 13�2R!Canmsmpe NNHH45A-R4 tic. lO.AI Aw..0 %5 17.2 6Sr,L?$T. _....__........_............_..__....................................... -._._-. ....5��................ s IO AT&T Ant 1B LOM 850 00000 80.0' B3 OFComm P8`1.9i465A�R.4 Ila 10 0 10 .0" fi5 13 B5;lET Q1HF€ 11:AT&T Ant IC LTE VMCS Z300.0000C 1G0 0: 1 Cammsmpe MI lE N 1 65A iZ4 .10.0 10.0 10S 0; 45 L7.2 65;240 CFF 12 ATAT Ant IC LMTS 850.00000: 80 0 WA!C=msmpe NNF i-65A4Z4 >ic.a iC.a 10 .0: 415 I3 65;240'(F'iF _....__....................... ....... .t ....-__......._............. _. ;__......__ __....._..................» 13 Va¢co-lA CDMA/LTE 850 CCOCC �0 0:; AZS?JDI ASAI CSSXXQAP-465-M FtF IL E 11C 109,0'1 42 L4 80;0 CFF' E Fi 14Veracn-2A LTE 2 Q,00000` O U AJMA X7LQAa-480-V ILL itO 1090: 42 24.3 80:0 CFF E: 1.5 VeHzfln-IB LTE MOM== 1Z0 0 IMA]MA CSS QAP-�-VRO. IZIO 10.0 109,x;; 4 2 ILt SC 1M CW ._._...................................__._._._._....._._..._........ __ _....._._._...._................_.... __ ........ 16 Ver¢on 28 LTE 7=0.000c0; Z40 0: Z"A i-MR CaQAP-46C.-WO 521(1 10,0 104,0:; 41.2 ISS 80,120 OFFK 17Vtracn 1C CDMA/LTE 850CCCW 17D.0 t�:J MA X7CAP 465-22-1p =ME W.0 1090 42 15.3 80;240 Q>�F e le veeaca-2C LTE 7m0 00000l, 80,0- BPFO JMA .Cs X:Cf'Ra-960.-VRa t IC.0 10,0 10942. 4 2 I4 9 80;240';�FF` .._ ....__........................_..........._._............_.__._• - _ _............. ......_......... 247-Mo1Jie-1/l CTE 85000000DAL n00 � Er6sor AL�.'3282%B66Ae TILL' 12.0 94.a 41$ 17 65;0 'CfF[' 20 T-M06ie-IA LTE SGO 00000 60.01 wAmricow AMM S7.A/B66Ad t nx ii.0 ME AS 17 65;0 OFF 21 T-Mont-Ii LTE 850.G000O 60,0`: SZA1 Ericsrn AIR328ZA .......-- _ . ....�...._..................................._..--_..........__..........._....- .._..._i.....................-- r9664a ..0 20.0 ......� 4k� }� 65a......... ...........-..-__......._._._........_.._. ........._._._....F �_...._..............._..._t 22 T-l4oiirlt LTE :900.000OG i 60.0' 6APxS Er asor AIR32BZA/866Aa C 1Z0 1.0.0 94.0; 4i9E 17 es;1Z0 i'AXFF j 23',T-Mobile-IC LTE 850,CC000 60 0' Sm.':.Ericsscr ADt32BZAM66Aa M..0 10.0 94.21 ISS I7 65;240 CFFI° Ei fi 244-Mobile-1C LTE 290O.00GCO` 60.0 W-OiEricssar A1R32B2AM66Aa FMC 10.0 54 AA 43 17 65;240ow ......_.....F..........._._........_.........__`_................_.........................._..................}..........s_._._....d1.8l; _ ..__........_._......_....._............._-...._................_...... _.............._.._, .................. 25:T-Mobile-2A TE 7100.000GO LM-0 t �FrMw AIRZIBZAABIs iL0 &i AG 43 178 65;0 "r€ 2617-Mobile-ZA LTE 700,OCOCO' 80.0' 8IOAFS Cdwave APXIJAARR24 43114.1,20;:ILA' I LE DM: 7.3 I4 65;0 I C FF; 2TT-Mobile-23 LTE 2100:06000 120.0: UD.G!E,msm ADU152A" I1A IMO AA42 45 27..6 65;IMOFFq .__.__a._.... ..._.._..................................._..................._......_...._.__......_.._._....c..._......_::...._.._........._.__............................................._._......rw.._ ...._.._..._._.____.e�._.._._...........�-,: 28:7-Mob&-ZB LTE 700:00000; 80 0 s$. puns Celwave APXVAARRZ4 434J44A,ZA IZZ 1(Q Ab ff-SOU: 7.3 14 65;120.OFF r. 23;7-Fbbie Y{ LTE 200.00000; 1Z0 0 ii IMA&Cmr A1TUi B2A/HQF IC.D jMM grLJl 415 ]7.B 65;Z40 OFA;. 30 T-Mobile-2C LTE 7C0 00060- EC. 3[4 RFS Celware AFx'VAARR24 43 .1 IMZ MCI IK 7.9E M 65;2-;C.OFF Ske Timuminer TaNe 7 Cmlild"W and ftlWeUwy C 2=V S�f u REESS 3. Analysis RoofView®5 uses both`Near Field'and`Far Field'approaches to calculate the RF Energy and determines the percentages of electromagnetic exposure as defined by the aforementioned bulletin. Roof View®5 is Dish's approved roof top prediction software. An analysis of this site was completed to establish safe working distances for the Public utilizing guidelines set forth by the Federal Communications Commission(FCC)with regards to maximum human exposure limits; this has been accomplished by the use of predictive modeling software. The modeling predictions have been done using 100% transmitter duty cycle. This will predict a worst case scenario for safety reasons. The purpose of this study is to determine safe distances for the general public from the antenna arrays and to bring the site into FCC/OSHA compliance. The predictive software tool utilizes a cylindrical model that provides spatially averaged power density that is calculated in one square foot increments (pixels). The composite RF fields are displayed as a percentage of the appropriate standard. These are the predicted software plots of the Maximum Permissible Exposure(MPE).This site has been analyzed using the General public/uncontrolled exposure limits and Occupational/controlled exposure limits. A representation of the stealth pole is shown. NOTE: The plot grids are in 10 feet increments. Individual pixels are 1 foot square. 3.1 RoofView study on the Ground 3.1.1 FCC MPE Limits For Limits see Attachment A. Threshold definitions(see Attachment B for Signs): GREEN <= 100%of FCC Public Standard BLUE > 100%to<=500%of FCC Public Standard YELLOW > 500%to<=5000%of FCC Public Standard RED > 5000%of FCC Public Standard The chart below shows a summary of the exposures on the ground, in one square foot increments for Public Limits MPE. The highest exposure occurs at a point directly in front of the direction of propagation of the antenna. 8 Confidential and Proprietary 0 2021 DISH WIRELESS Ground level RF-EME exposure 9 Confidential and Proprietary Q 2021 DISHWY1RELESS Ground level RF-EME exposure with rile sketch overlay 10 Confidential and Proprietary 0,2071DISH HEIR Statistical Summary -'� ----- %MPE FF. %SQ. FT. Coff°ata 400 100.00 % of Total ROOF Area 0 - 100.0 1£ 0.44 % of Selected Area 100.0 - 500.01 0.00 % of Selected Area 500.0 - 51000 0.00 °/o of Selected Area > 5,000.01 0.00 °10 of Selected Area Roof Area 400 sq. ft. Max %MPE 7.9 q,,- Min %MPE 0.3 °Ao Using Near/Far Spatial Avg Model With FCC 1997 Public Standard HELP Ground dewI RVEME MPE Statistical Summary(FCCArblic Stan&rd) ]1 Confidential and Proprietary <'2021 DISH WIRELESS i Dane Statistical Summary _ _ Q� °�M PE %�SQ. Fr. c`�� -- 400 100.00 % of Total ROOF Area 0 - 100.0 10041 % of Selected Area > 100.0 G 0.00 % of Selected Area % of Selected Area of Selected Area f Roof Area 400 sq. ft. Max %MPE 1.6 Min %MPE 0. 1 0 Using Bear/Far Spatial Avg Model i With FCC 1997 Occupational Standard Ground level RF-EMEMPEStatisl cal Summary(FCC Occupational Standard) 12 Confidential and Proprietary -.2021 DISH WIRELESS 3.1.2 FCC 5% Rule For Limits see Attachment A. PURPLE > 5%of FCC Public Standard The chart below shows the area where Dish's signal contributions are greater than 5% of the Public MPE Limit.This is as per the FCC's OET Bulletin 65,which states: "The rules adopted by the FCC specify that,in general,at multiple transmitter sites,actions necessary to bring the area into compliance with the guidelines are the shared responsibility of all licensees whose transmitters produce field strengths or power density levels at the area in question in excess of 5% of the exposure limit (in terms of power density or the square of the electric or magnetic field strength) applicable to their particular transmitter." 13 Confidential and Proprietary 0 2021 DISH WIRELESS • LAW 1A �. 7 Art. IA Ground level RF-EME exposure (MPE S%threshold with other operator antennas turned off, if present) 14 Confidential and Proprietary tt 2021 DISH WIRELESS Statistical Summary ` "e - io` P CE �' T 0/os , FT, copy Dani 400 100.00 % of Total ROOF Area 0 - 5.0 99.04 % of Selected Area > 5.0 1.00 % of Selected Area % of Selected Area of Selected Area Roof Area 400 sq. ft. Max O/oMPE 6.5 % Min %MPE 0. 1 % Using Near/Far Spatial Avg Model With FCC 1997 Public Standard HELP Ground level RF-EME MPE Statistical St,mmary (MPE 5%threshold with other operator antennas turned off, if present) 15 Confidential and Proprietary 2021 DISH WIRELESS 3.2. Signage Location Diagram Til"8, ftqhb 7.E�!W ill PVAFa&M OMH UMMM W CNTER 0 46 HCl v 0) OMPUNED 04H Wrobw L.L.C.AWEOM NO CDM 0 74*-C'ML$� 9111:COLE MDE EXSTW. E4M, LE D11,1w UE'44E EW714: D7 F1=E-ATja.OOM ftl reTE 'r owr STEM PM INIMPO"MH WvwU-r— M MT Lj Notice Sign F-1 Caution Sign Warning Sign Information Sign Chain Link Barrier 16 Confidential and Proprietary C 2021 DISH WIRELESS 4. Conclusion The charts in Section 3 show a summary of the RF-EME exposures on the ground for the area within the perimeter of the chain-link fence surrounding the stealth pole, in one square foot increments.These results assume that the equipment uses the maximum transmitter capacity with 100% duty cycle and therefore are the worst case scenarios. The antenna locations for the other operator(s), if present,have been included in the study to give a composite value. The predicted software analysis performed with RoofView® 5 has shown that the Dish transmitter equipment located on this stealth pole does not exceed the maximum permissible exposure levels for the FCC Public or FCC Occupational Standards for the predicted area on the ground(20 x 20 sq.ft.).The maximum%MPE on the ground or street is 7.9%of the FCC Public Standard and 1.3%of FCC Occupational Standard respectively. The RF exposure for the general public and/or occupational worker is mitigated by the installation of the RF hazard Caution sign and NOC Information sign at the base of the stealth pole, as recommended. When the RF exposure mitigation efforts have been implemented at this site as shown in the Final Compliance Configuration table on Page 1 and the signage location diagram in Section 3,this site is compliant with FCC Guidelines as designed. 17 Confidential and Proprietary©2021 DISH WIRELESS 5. Attachments 5.1 Attachment A - LIMITS FOR MAXIMUM PERMISSIBLE EXPOSURE (MPE) (A) Limits for Occupational/Controlled Exposure Frequency Electric Field Magnetic Field Power Density Averaging Tune Ranee Strength (E) Strength (H) (S) JEJ', IH12 or s (MHz) (V/m) (A/m) (M%V/ane) (minutes) 0.3-3.0 614 1.63 (100)' 6 3.0-30 1842/f 4.89/f (900/f2)* 6 30-300 61.4 0.163 1.0 6 300-1500 -- -- f/300 6 1500-100,000 - - 5 6 (B) Limits for General Population/Uncontrolled Exposure Frequency Electric Field Magnetic Feld Power Density Averaging Time Range Strength (E) Strength (H) (S) IE12, IH12 or S (M6-iz) (V/m:, (A/m) (mW/am') (minutes) 0.3-1.34 614 1.63 (100)' 30 1.34-30 824/f 2.19/f (180/f2)* 30 30-300 27.5 0.073 0.2 30 300-1500 -- -- f/1500 30 1500-100,000 - 1.0 30 f= frequency in Ml-iz`Plane-wave equivalent power density NOTE 1: Occupationallcontrlolied limits apply in situations in why persons are exposed as a consequence of their employment provided those persons are fully aware of the potential for exposure and can exercise control over their exposure. Limits for occupational;controlled exposure also apply in situations when an individual is transient through a bcabon sahiere occupational/controlfod limits apply provided he or she is mac aware of the potential for exposure, NOTE 2: General population/uncontrolled exposures apply in situations in which the general.public may be exposed, or in which persons that are exposed as a consequence of their employment may not be fully aware of the potential for exposure or can not exercise control over thea exposure. 18 Confidential and Proprietary 0 2021 DISH WIRELESS 5.2 Attachment B NOTICE signs alert persons that they are attempting to access an area in which RF j exposure levels could potentially exceed the General Population/Uncontrolled MPE. (0* This sign must be posted in a visible area at each entrance to the site and at '^ localized areas (in conjunction with any required barriers) when the RFE survey indicates that exposure levels in an area of the rooftop or on the round are equal a�r�twrwre.�r.tie P Y P 9 4 �ato or exceed the General Population/Uncontrolled MPE. A CAUTI ON CAUTION signs alert persons that they are attempting to enter an area in which RF exposure may exceed the Occupational/Controlled MPE. This sign must be posted in a visible area at each entrance to the site and at localized areas (in conjunction with any required barriers) when the RFE survey indicates that exposure levels in any area of the rooftop or on the ground are equal ;t ,, •; ,� to or exceed the Occupational/Controlled MPE. .�*v(.nrOrct�.arrm wr��w�xs ru wry r.7•sw.`�aas+� so a a, AWA1NtNC WARNING signs alert persons that they are attempting to enter an area in which the RF exposure may exceed the Occupational/Controlled MPE by a factor of 10 or greater. a...K: This sign must be posted in a visible area at each entrance to the site and at i• �•>' localized areas (in conjunction with any required barriers)where this level of exposure might occur. or.Esow at 5•^ r + s INFORMATION signs shall be posted at all access points to a site. They may provide contact information (NOC phone number)for i any questions or concerns regarding the site an so arm MeW VW9 .. �.�.., ; and also provide RF safety guidelines to ��► — _ �= =_--- follow. This type of sign also includes a lit Spanish translated version. 19 Confidential and Proprietary'D 2021 DISH WIRELESS RECEIVED CROWNd Date: August 17, 2021 CASTLE =Planniirng�Bo�ard Crown Castle 2000 Corporate Drive Canonsburg, PA 15317 (724)416-2000 Subject: Structural Analysis Report Carrier Designation: DISH Network Co-Locate Site Number: NYNYCO2242A Site Name: NY-CCI-T-857111 Crown Castle Designation: BU Number: 857111 Site Name: EAST MARION JDE Job Number: 640458 Work Order Number: 1971184 Order Number: 548683 Rev.4 Engineering Firm Designation: Crown Castle Project Number: 1971184 Site Data: 9245 MAIN ROAD, EAST MARION, SUFFOLK County, NY Latitude 41*7'41.71", Longitude-720 20'28.71" 109 Foot-Concealment Tower Crown Castle is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above-mentioned tower. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC7: Proposed Equipment Configuration Sufficient Capacity The structure has sufficient capacity once the loading changes, described in the Recommendations section of this report, are completed. This analysis has been performed in accordance with the 2020 New York State Uniform Code based upon an ultimate 3-second gust wind speed of 128 mph.Applicable Standard references and design criteria are listed in Section 2-"Analysis Criteria". Structural analysis prepared by: Kenneth Sukitch, E.I.T. OF NEW J,O Respectfully submitted by: r.'t4�.r�w E. y�s9�P,F n i Matthew E. Hussak, P.E. 2 V Project Engineer c�� 103537 Di Matthe ssak Date: 2021..09.26 04:21:10-04'00' tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683, Revision 4 Page 2 TABLE OF CONTENTS 1) INTRODUCTION 2)ANALYSIS CRITERIA Table 1 -Proposed Equipment Configuration Table 2-Non-Carrier Equipment to be Conditionally Removed Table 3-Other Considered Equipment 3)ANALYSIS PROCEDURE Table 4-Documents Provided 3.1)Analysis Method 3.2)Assumptions 4)ANALYSIS RESULTS Table 5-Section Capacity(Summary) Table 6-Tower Component Stresses vs. Capacity- LC7 4.1) Recommendations 5)APPENDIX A tnxTower Output 6)APPENDIX B Base Level Drawing 7)APPENDIX C Additional Calculations tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683, Revision 4 Page 3 1) INTRODUCTION This tower is a 109 ft concealment tower designed by PENNSUMMIT TUBULAR, LLC. The base tower is 69 ft and a concealment extends from 69 ft to 109 ft. The tower has been modified to accommodate additional loading. 2)ANALYSIS CRITERIA TIA-222 Revision: TIA-222-H Risk Category: II Wind Speed: 128 mph Exposure Category: C Topographic Factor: 1 Ice Thickness: 1 in Wind Speed with Ice: 50 mph Service Wind Speed: 60 mph Table 1 -Proposed Equipment Configuration Center Number Number Feed Mounting Line Antenna of Antenna Model of Feed Line Level,(ft), Antennas Lines Size(in) Elevation, Manufacturer. 4 I commscope CDX623T-DS 74.0 74.0 3 commscope I FW-65B-R3 12 1-3/8 1 raycap I RDIDC-9181-PF-48 Table 2-Non-Carrier Equipment to be Conditionally Removed C'ente'r Number Number Feed Mounting .Line Antenna of Antenna Model of Feed Line Level(ft) Elevation'- Manufacturer (ft) Antennas ,Lines Size,(in) 1 74.0 1 75.0 3 andrew HBX-6515DS-T2M Table 3 -Other Considered Equipment er- Cent .--._.. ._ _.. Number.; LNUmbar Feed Mounting ' Linea Antenna, of 7Antenna.Model. . : Line Ele"vation: Manufacturer. 1.s Size(in)' 109.0 I 116.0 I 1 I dbspectra DS4C06F36U6D I 1 1-5/8 _ 10'x 36" OD 104.0 1 Concealment Canister 104.0 3 quintel technology QS6658-3E 12 1-1/4 102.0 3 commscope CBC426T-DS-43 101.0 3 commscope CBC426T-DS-43 _ 10'x 34" OD 94.0 1 Concealment Canister 94.0 3 amphenol CWWX063X25G00 12 7/8 92.0 3 rfs/celwave FDA3P5002-1 C 90.0 3 rfs/celwave FDA3P5002-1 C tnxTower Report-version 8.1.1.0 x August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683, Revision 4 Page 4 "Center Number Number Feed Mounting Line Antenna Level it) Elevation Manufacturer of Antenna Model of Feed Line ( �( . - ft Antennas Li ries Size'(In). 85.0 3 I andrew I SBNHH-1 D65B 84.01 _ 10'x 34" OD 84.0 Concealment Canister 18 7/8 82.0 3 kathrein 78211066 80.0 3 ericsson KRY 112 144/1 75.0 75.01 _ 10'x 34" OD - - Concealment'Canister 30.0 33.0 2 laird technologies FRX450 2 1/2 30.0 2 tower mounts Side Arm Mount[SO 701-1] 3)ANALYSIS PROCEDURE Table 4-Documents Provided Document Reference Source 4-GEOTECHNICAL REPORTS 6234982 r CCISITES 4-TOWER FOUNDATION DRAWINGS/DESIGN/SPECS 4567810 CCISITES 4-TOWER MANUFACTURER DRAWINGS 8508592 CCISITES 4-TOWER MANUFACTURER DRAWINGS 5355545 CCISITES 4-POST-MODIFICATION INSPECTION 8704897 CCISITES 4-TOWER REINFORCEMENT DESIGN/DRAWINGS/DATA 8114004 CCISITES 3.1) Analysis Method tnxTower(version 8.1.1.0), a commercially available analysis software package,was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. When applicable, Crown Castle has calculated and provided the effective area for panel antennas using approved methods following the intent of the TIA-222 standard. 3.2) Assumptions 1) Tower and structures were maintained in accordance with the TIA-222 Standard. 2) The configuration of antennas,transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. This analysis may be affected if any assumptions are not valid or have been made in error. Crown Castle should be notified to determine the effect on the structural integrity of the tower. tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683,Revision 4 Page 5 4)ANALYSIS RESULTS Table 5-Section Capacity(Summary) Section Component z Critical SF*P-allow ao. ' Elevation(ft), Siie P(K)' Pass/Fail No. _ Type . - - � Element (K), '� C_a_pacify L1 109-89] Pole TP4.5x4.5x0.5 1 -1.67 445.32 44.0 Pass L2 89-69 Pole TP8x8x1 2 -5.21 872.83 42.0 Pass L3 69-18 Pole TP37.14400.2188 3 -12.36 1546.26 '24.8 Pass L4 18-0 Pole TP39.2246.03750.25 4 -16.69 1899.43 29.1 Pass Summary Pole(L1) 44.0 Pass Rating= 44.0 Pass Table 6-Tower Component Stresses vs. Capacity-LC7 Notes . Component Elevation (ft) % Capacity Pass/Fail 1 -- Flange Bolts - --I=- 89 - _�- 23.0 Pass 1 Flange Bolts 69 40.4 Pass 1 I Anchor Rods 44.8 Pass 1 Base Plate 0 52.7 Pass 1 Base Foundation (Structure) 15.1 Pass 1 Base Foundation (Soil Interaction) 11.7 Pass Structure Rating-(!n ax from all components)= 52.7% Notes: 1) See additional documentation in"Appendix C—Additional Calculations"for calculations supporting the%capacity consumed. 4.1) Recommendations The tower and its foundation have sufficient capacity to carry the proposed load configuration. In order for the results of this analysis to be considered valid,the loading modification, as follows, must be completed. Loading Changes: a) Removal of the abandoned antennas,feed lines and mounts at the 74 ft level No structural modifications are required at this time provided that the above-listed changes are completed. tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683,Revision 4 Page 6 APPENDIX A TNXTOWER OUTPUT tnxTower Report-version 8.1.1.0 MATERIAL STRENGTH GRADE Fy Fu GRADE Fy Fu A513-D.O.M.-7,1175 ksi 100 ksi80 ks 109.0 ft A519 HFS 1142W 60 ksi TOWER DESIGN NOTES 1. Tower is located in Suffolk County,New York. 2. Tower designed for Exposure C to the TIA-222-H Standard. 3. Tower designed for a 128 mph basic wind in accordance with the TIA-222-H Standard. e 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. 5. Deflections are based upon a 60 mph wind. 6. Tower Risk Category II. 7. Topographic Category 1 with Crest Height of 0.00 ft 8. TOWER RATING:44% O 89.0 ft v a o o � o o o f o ao I 69.0 ft = I O o 0 v v ALL REACTIONS ARE FACTORED a AXIAL 23 K SHEAR MOMENT 16.0 ft 3 K 159 kip-ft TORQUE 0 kip-ft 50 mph WIND-1.0000 in ICE N AXIAL 17K SHEARMOMENT 8 K L .� 462 kip-ft 0.0 ft _ TORQUE 0 kip-ft a _ REACTIONS-128 mph WIND N - o d - - Y E - o o o "m rn z' N r m c� 9 Crown Castle BU#857111 CROWN 2000 Corporate Drive "ill: `'0 CASTLE Canonsburg, PA 15317 Cllenh Crown Castle D—by:KSukitch APPd: The Pathway to Possible Phone:(724)416-2000 Code: TIA-222-H Date:08/17/21 scale' NTS FAX: Path.CAWurk Are18571 I IWO 1971184- womasniten Dg No.E-1 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683,Revision 4 Page 7 Tower Input Data The tower is a monopole. This tower is designed using the TIA-222-H standard. The following design criteria apply: • Tower is located in Suffolk County, New York. • Tower base elevation above sea level: 36.00 ft. • Basic wind speed of 128 mph. • Risk Category II. • Exposure Category C. • Simplified Topographic Factor Procedure for wind-speed-up calculations is used. • Topographic Category: 1. • Crest Height: 0.00 ft. • Nominal ice thickness of 1.0000 in. • Ice thickness is considered to increase with height. • Ice density of 56 pcf. • A wind speed of 50 mph is used in combination with ice. • Temperature drop of 50 °F. • Deflections calculated using a wind speed of 60 mph. • A non-linear(P-delta)analysis was used. • Pressures are calculated at each section. • Stress ratio used in pole design is 1.05. • Tower analysis based on target reliabilities in accordance with Annex S. • Load Modification Factors used: Kes(Fw)=0.95, Kes(ti) = 0.85. • Maximum demand-capacity ratio is: 1. • Local bending stresses due to climbing loads,feed line supports, and appurtenance mounts are not considered. Options Consider Moments-Legs Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules Consider Moments-Horizontals Assume Legs Pinned Calculate Redundant Bracing Forces Consider Moments-Diagonals 4 Assume Rigid Index Plate Ignore Redundant Members in FEA Use Moment Magnification Use Clear Spans For Wind Area SR Leg Bolts Resist Compression Use Code Stress Ratios Use Clear Spans For KL/r All Leg Panels Have Same Allowable q 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 4 Use Azimuth Dish Coefficients Include Angle Block Shear Check Use Special Wind Profile Project Wind Area of Appurt. Use TIA-222-H Bracing Resist. Exemption Include Bolts In Member Capacity Autocalc Torque Arm Areas Use TIA-222-H Tension Splice Exemption Leg Bolts Are At Top Of Section Add IBC.6D+W Combination `Poles Secondary Horizontal Braces Leg Sort Capacity Reports By Component 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 4 Pole Without Linear Attachments Pole With Shroud Or No Appurtenances Outside and Inside Corner Radii Are Known Ta ered Pole Section Geomet ' . tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683, Revision 4 Page 8 Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft ft ft Sides in in in in L1 109.00-89.00 20.00 0.00 Round 4.5000 4.5000 0.5000 A513-D.O.M.- 75 (75 ksi) L2 89.00-69.00 20.00 0.00 Round 8.0000 8.0000 1.0000 A519 HFS (42 ksi) L3 69.00-18.00 51.00 4.75 18 30.0000 37.1400 0.2188 0.8750 A572-65 (65 ksi) L4 18.00-0.00 22.75 18 36.0375 39.2200 0.2500 1.0000 A572-65 (65 ksi) Tapered Pole Properties Section Tip Dia. Area I r C I/C J IVQ w w/t in int in' in in in3 in° int in L1 4.5000 6.2832 12.7627 1.4252 2.2500 5.6723 25.5254 3.1397 0.0000 0 4.5000 6.2832 12.7627 1.4252 2.2500 5.6723 25.5254 3.1397 0.0000 0 L2 8.0000 21.9911 137.4447 2.5000 4.0000 34.3612 274.8894 10.9890 0.0000 0 8.0000 21.9911 137.4447 2.5000 4.0000 34.3612 274.8894 10.9890 0.0000 0 L3 30.4291 20.6775 2316.9742 10.5723 15.2400 152.0324 4636.9972 10.3407 4.8950 22.377 37.6792 25.6349 4414.9076 13.1070 18.8671 234.0001 8835.6245 12.8199 6.1516 28.122 L4 37.2296 28.3974 4594.9254 12.7046 18.3071 250.9921 9195.8969 14.2014 5.9026 23.61 39.7865 30.9227 5933.0171 13.8343 19.9238 297.7860 11873.841 15.4643 6.4627 25.851 0 Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle Elevation Area Thickness Ar Factor Stitch Bolt Stitch Bolt Stitch Bolt (per face) Ar Spacing Spacing Spacing Diagonals Horizontals Redundants ft ft2 in in in in L1 109.00- 1 0 1 89.00 L2 89.00- 1 0 1 69.00 L3 69.00- 1 1 1 18.00 L4 18.00-0.00 1 1 1 Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Face Allow Exclude Componen Placement Total Number° Clear Width or Perimete Weight or Shield From t Number Per Row Spacing Diamete r Leg Torque Type ft in r plf Calculation in in Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Exclude Componen Placement Total CAAA Weight or Shield From t Number Leg Torque Type ft ft2/ft plf Calculation AVA7-50(1-5/8) C No No Inside Pole 109.00-0.00 1 No Ice 0.00 0.70 1/2"Ice 0.00 0.70 1"Ice 0.00 0.70 LDF6-50A(1-1/4) C No No Inside Pole 104.00-0.00 12 No Ice 0.00 0.60 1/2"Ice 0.00 0.60 tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683,Revision 4 Page 9 Description Face Allow Exclude Componen Placement Total CAAA Weight or Shield From t Number Leg Torque Type It ft2lft plf Calculation V Ice 0.00 0.60 AVA5-50(7/8) C No No Inside Pole 94.00-0.00 12 No Ice 0.00 0.30 1/2"Ice 0.00 0.30 1"Ice 0.00 0.30 LDF5-50A(7/8) C No No Inside Pole 84.00-0.00 18 No Ice 0.00 0.33 1/2"Ice 0.00 0.33 1"Ice 0.00 0.33 CU12PSM9P8XXX C No No Inside Pole 74.00-0.00 12 No Ice 0.00 1.66 (1-3/8) 1/2"Ice 0.00 1.66 1"Ice 0.00 1.66 LDF4-50A(1/2) C No No Inside Pole 30.00-0.00 2 No Ice 0.00 0.15 1/2"Ice 0.00 0.15 1"Ice 0.00 0.15' Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR AF CAAA CAAA Weight Sectio Elevation In Face Out Face n' ft ft2 ft2 ft, K L1 109.00-89.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.14 L2 89.00-69.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.42 L3 69.00-18.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 1.91 L4 18.00-0.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.68 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice AR AF CAAA CAAA Weight Sectio Elevation or Thickness In Face Out Face n It Leg in ft2 ft2 ft2 ft2 K L1 109.00-89.00 A 0.949 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.14 L2 89.00-69.00 A 0.928 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.42 L3 69.00-18.00 A 0.874 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 1.91 L4 18.00-0.00 A 0.746 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.68 Feed Line Center of Pressure tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683, Revision 4 Page 10 Section Elevation CPx CPz CPx CPz Ice Ice It in in in in L1 109.00-89.00 0.0000 0.0000 0.0000 0.0000 L2 89.00-69.00 0.0000 0.0000 0.0000 0.0000 L3 69.00-18.00 0.0000 0.0000 0.0000 0.0000 L4 18.00-0.00 0.0000 0.0000 0.0000 0.0000 Note:For pole sections,center of pressure calculations do not consider feed line shielding. Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement or Type Horz Adjustment Leg Lateral Vert It It It ft Canister Loadl C None 0.000 109.00 Canister Load2 C None 0.000 99.00 Canister Load3 C None 0.000 89.00 Canister Load4 C None 0.000 79.00 Canister Load5 C None 0.000 69.00 10'x 36"OD Concealment Canister C None 0.000 104.00 10'x 34"OD Concealment Canister C None 0.000 94.00 10'x 34"OD Concealment Canister C None 0.000 84.00 10'x 34"OD Concealment Canister C None 0.000 75.00 *** Side Lighting A None 0.000 110.00 **109** DS4C06F36U6D A From Leg 0.50 0.000 109.00 0.00 7.00 **104** QS6658-3E A From Leg 0.50 0.000 104.00 0.00 0.00 QS6658-3E B From Leg 0.50 0.000 104.00 0.00 0.00 QS6658-3E C From Leg 0.50 0.000 104.00 0.00 0.00 CBC426T-DS-43 A From Leg 0.50 0.000 104.00 0.00 -2.00 CBC426T-DS-43 B From Leg 0.50 0.000 104.00 0.00 -2.00 CBC426T-DS-43 C From Leg 0.50 0.000 104.00 0.00 -2.00 CBC426T-DS-43 A From Leg 0.50 0.000 104.00 0.00 -3.00 CBC426T-DS-43 B From Leg 0.50 10.000 104.00 0.00 -3.00 CBC426T-DS-43 C From Leg 0.50 0.000 104.00 0.00 -3:00 **94** CWWX063X25G00 A From Leg 0.50 0.000 94.00 tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683,Revision 4 Page 11 Description Face Offset Offsets:, Azimuth Placement or Type Horz Adjustment Leg Lateral Vert it ft ft ft 0.00 0.00 CWWX063X25G00 B From Leg 0.50 0.000 94.00 0.00 0.00 CWWX063X25G00 C From Leg 0.50 0.000 94.00 0.00 0.00 FDA3P5002-1 C A From Leg 0.50 0.000 94.00 0.00 -2.00 FDA3P5002-1C B From Leg 0.50 0.000 94.00 0.00 -2.00 FDA3P5002-1C C From Leg 0.50 0.000 94.00 0.00 -2.00 FDA3P5002-1C A From Leg 0.50 0.000 94.00 0.00 -4.00 FDA3P5002-1C B From Leg 0.50 0.000 94.00 0.00 -4.00 FDA3P5002-1C C From Leg 0.50 0.000 94.00 0.00 -4.00 -84" (2)SBNHH-1D65B A From Leg 0.50 0.000 84.00 0.00 1.00 SBNHH-1D65B B From Leg 0.50 0.000 84.00 0.00 1.00 (2)KRY 112 144/1 A From Leg 0.50 0.000 84.00 0.00 -4.00 KRY 112 144/1 B From Leg 0.50 0.000 84.00 0.00 -4.00 (2)782 11066 A From Leg 0.50 0.000 84.00 0.00 -2.00 782 11066 B From Leg 0.50 0.000 84.00 0.00 -2.00 74•• FVV-65B-R3 A From Leg 0.50 0.000 74.00 0.00 0.00 FVV-65B-R3 B From Leg 0.50 0.000 74.00 0.00 0.00 FVV-65B-R3 C From Leg 0.50 0.000 74.00 0.00 0.00 CDX623T-DS A From Leg 0.50 0.000 74.00 0.00 0.00 CDX623T-DS B From Leg 0.50 0.000 74.00 0.00 0.00 (2)CDX623T-DS C From Leg 0.50 0.000 74.00 0.00 0.00 RDIDC-9181-PF-48 A From Leg 0.50 0.000 74.00 tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683, Revision 4 Page 12 Description Face Offset Offsets: Azimuth Placement or Type Horz Adjustment Leg Lateral Vert ft ft ft ft 0.00 0.00 *`30 FRX450 A From Leg 4.00 0.000 30.00 0.00 3.00 FRX450 C From Leg 4.00 0.000 30.00 0.00 3.00 Side Arm Mount[SO 701-1] A From Leg 2.00 0.000 30.00 0.00 0.00 Side Arm Mount[SO 701-1] C From Face 2.00 0.000 30.00 0.00 0.00 4'x 2"Mount Pipe A From Leg 4.00 0.000 30.00 0.00 0.00 4'x 2"Mount Pipe C From Leg 4.00 0.000 30.00 0.00 0.00 Load Combinations Comb. Description No. 1 Dead Only 2 1.2 Dead+1.0 Wind 0 deg-No Ice 3 0.9 Dead+1.0 Wind 0 deg-No Ice 4 1.2 Dead+1.0 Wind 30 deg-No Ice 5 0.9 Dead+1.0 Wind 30 deg-No Ice 6 1.2 Dead+1.0 Wind 60 deg-No Ice 7 0.9 Dead+1.0 Wind 60 deg-No Ice 8 1.2 Dead+1.0 Wind 90 deg-No Ice 9 0.9 Dead+1.0 Wind 90 deg-No Ice 10 1.2 Dead+1.0 Wind 120 deg-No Ice 11 0.9 Dead+1.0 Wind 120 deg-No Ice 12 1.2 Dead+1.0 Wind 150 deg-No Ice 13 0.9 Dead+1.0 Wind 150 deg-No Ice 14 1.2 Dead+1.0 Wind 180 deg-No Ice 15 0.9 Dead+1.0 Wind 180 deg-No Ice 16 1.2 Dead+1.0 Wind 210 deg-No Ice 17 0.9 Dead+1.0 Wind 210 deg-No Ice 18 1'.2 Dead+1.0 Wind 240 deg-No Ice 19 0.9 Dead+1.0 Wind 240 deg-No Ice 20 1.2 Dead+1.0 Wind 270 deg-No Ice 21 0.9 Dead+1.0 Wind 270 deg-No Ice 22 1.2 Dead+1.0 Wind 300 deg-No Ice 23 .0.9 Dead+1.0 Wind 300 deg-No Ice 24 1.2 Dead+1.0 Wind 330 deg-No Ice 25 0.9 Dead+1.0 Wind 330 deg-No Ice 26 1.2 Dead+1.0 Ice+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.O Temp 31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683, Revision 4 Page 13 Comb. Description No. 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 39 Dead+Wind 0 deg-Service 40 Dead+Wind 30 deg--Service 41 Dead+Wind 60 deg-Service 42 Dead+Wind 90 deg-Service 43 Dead+Wirid 120 deg-Service 44 Dead+Wind 150 deg-Service 45 Dead+Wind 180 deg-Service 46 Dead+Wind 210 deg-Service 47 Dead+Wind 240 deg-Service 48 Dead+Wind 270 deg-Service 49 Dead+Wind 300 deg-Service 50 Dead+Wind 330 deg-Service Maximum Member Forces Sectio Elevation Component Condition Gov. Axial Major Axis Minor Axis n ft Type Load Moment Moment No. Comb. K kip-ft kip-ft L1 109-89 Pole Max Tension 2 0.00 -0.00 -0.00 Max.Compression 26 -3.39 -0.00 0.08 Max.Mx 8 -1.67 -20.68 J 0.02 Max.My 2 -1.67 -0.00 20.71 Max.Vy 8 1.36 -15.32 0.02 Max.Vx 2 -1.36 -0.00 15.35 Max.Torque 8 0.12 L2 89-69 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -8.61 -0.12 0.35 Max.Mx 8 -5.21 -67.45 0.12 Max.My 2 -5.21 -0.04 67.54 Max.Vy 8 2.68 -43.55 0.11 Max.Vx 2 -2.68 -0.05 43.61 Max.Torque 20 -0.13 L3 69-18 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -17.77 0.17 0.52 Max.Mx 20 -12.36 289.37 0.23 Max.My 2 -12.36 0.14 288.96 Max.Vy 20 -6.80 289.37 0.23 Max.Vx 2 -6.73 0.14 288.96 Max.Torque 6 0.39 L4 18-0 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -23.03 0.17 0.52 Max.Mx 20 -16.69 462.18 0.23 Max.My 2 -16.69 0.14 460.24 Max.Vy 20 -8.36 462.18 0.23 Max.Vx 2 -8.30 0.14 460.24 Max.Torque 6 0.39 Maximum Reactions Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load K K K Comb. Pole Max.Vert 26 23.03 -0.00 0.00 Max.Hx 20 16.69 8.36 0.00 Max.HZ 2 16.69 0.00 8.29 Max.Mx 2 460.24 0.00 8.29 Max.M. 8 461.89 -8.36 0.00 tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683, Revision 4 Page 14 Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load K K K Comb. Max.Torsion 6 0.39 -7.24 4.15 Min.Vert 17 12.52 4.18 -7.18 Min.Hx 8 16.69 -8.36 0.00 Min.H. 14 16.69 0.00 -8.29 Min.Mx 14 -459.78 0.00 -8.29 Min.MZ 20 -462.18 8.36 0.00 Min.Torsion 18 -0.39 7.24 '-4.15 Tower Mast Reaction Summary Load Vertical Shear, Shear: Overturning Overturning Torque Combination Moment Mx Moment,MZ K K K kip-ft kip-ft kip-ft Dead Only 13.91 0.00 0.00 -0.19 0.12 0.00 1.2 Dead+1.0 Wind 0 deg- 16.69 -0.00 -8.29 -460.24 0.14 -0.28 No Ice 0.9 Dead+1.0 Wind 0 deg- 12.52 0.00 -8.29 -457.37 0.11 -0.28 No Ice 1.2 Dead+1.0 Wind 30 deg- 16.69 4.18 -7.18 -398.61 -230.88 -0.39 No Ice 0.9 Dead+1.0 Wind 30 deg- 12.52 4.18 -7.18 -396.12 -229.51 -0.39 No Ice 1.2 Dead+1.0 Wind 60 deg- 16.69 7.24 -4.15 -230.23 -399.99 -0.39 No Ice 0.9 Dead+1.0 Wind 60 deg- 12.52 7.24 -4.15 -228.77 -397.59 -0.39 No Ice 1.2 Dead+1.0 Wind 90 deg- 16.69 8.36 0.00 -0.23 -461.89 -0.29 No Ice 0.9 Dead+1.0 Wind 90 deg- 12.52 8.36 0.00 -0.17 -459.12 -0.29 No Ice 1.2 Dead+1.0 Wind 120 deg 16.69 7.24 4.15 229.77 -399.99 -0.11 -No Ice 0.9 Dead+1.0 Wind 120 deg 12.52 7.24 4.15 228.43 -397.59 -0.11 -No Ice 1.2 Dead+1.0 Wind 150 deg 16.69 4.18 7.18 398.15 -230.88 0.10 -No Ice 0.9 Dead+1.0 Wind 150 deg 12.52 4.18 7.18 395.78 -229.51 0.10 -No Ice 1.2 Dead+1.0 Wind 180 deg 16.69 -0.00 8.29 459.78 0.14 0.28 -No Ice 0.9 Dead+1.0 Wind 180 deg 12.52 0.00 8.29 457.03 0.11 0.28 -No Ice 1.2 Dead+1.0 Wind 210 deg 16.69 -4.18 7.18 398.15 231.16 0.39 -No Ice 0.9 Dead+1.0 Wind 210 deg 12.52 -4.18 7.18 395.78 229.72 0.39 -No Ice 1.2 Dead+1.0 Wind 240 deg 16.69 -7.24 4.15 229.77 400.28 0.39 -No Ice 0.9 Dead+1.0 Wind 240 deg 12.52 -7.24 4.15 228.43 - 397.80 0.39 -No Ice 1.2 Dead+1.0 Wind 270 deg 16.69 -8.36 0.00 -0.23 462.18 0.29 -No Ice 0.9 Dead+1.0 Wind 270 deg 12.52 -8.36 0.00 -0.17 459.33 0.29 -No Ice 1.2 Dead+1.0 Wind 300 deg 16.69 -7.24 -4.15 -230.23 400.28 0.11 No Ice 0.9 Dead+1.0 Wind 300 deg 12.52 -7.24 -4.15 -228.77 397.81 0.11 -No Ice 1.2 Dead+1.0 Wind 330 deg 16.69 -4.18 -7.18 -398.61 231.16 -0.10 -No Ice 0.9 Dead+1.0 Wind 330 deg 12.52 -4.18 -7.18 -396.12 229.72 -0.10 -No Ice 1.2 Dead+1.0 Ice+1.0 Temp 23.03 0.00 -0.00 -0.52 0.17 0.00 1.2 Dead+1.0 Wind 0 23.03 0.00 -2.60 -158.74 0.17 -0.07 deg+1.0 Ice+1.0 Temp tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683, Revision 4 Page 15 Load Vertical Shear, Shear. Overturning Overturning Torque Combination Moment,M, Moment,MZ K K K kip-ft kip-ft kip-ft 1.2 Dead+1.0 Wind 30 23.03 1.31 -2.26 -137.54 -79.21 -0.09 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 60 23.03 2.27 -1.30 -79.64 -137.31 -0.10 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 90 23.03 2.62 -0.00 -0.54 158.58 -0.08 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 120 23.03 2.27 1.30 78.56 -137.31 -0.03 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 150 23.03 1.31 2.26 136.47 -79.21 0.02 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 23.03 0.00 2.60 157.66 0.17 0.07 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 210 23.03 -1.31 2.26 136.47 79.54 0.09 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 240 23.03 -2.27 1.30 78.56 137.65 0.10 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 270 23.03 -2.62 -0.00 -0.54 158.92 0.08 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 300 23.03 -2.27 -1.30 -79.64 137.65 0.03 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 330 23.03 -1.31 -2.26 -137.54 79.55 -0.02 deg+1.0 Ice+1.0 Temp Dead+Wind 0 deg-Service 13.91 0.00 -1.72 -95.03 0.12 -0.06 Dead+Wind 30 deg-Service 13.91 0.87 -1.49 -82.32 -47.51 -0.08 Dead+Wind 60 deg-Service 13.91 1.50 -0.86 -47.61 -82.37 -0.08 Dead+Wind 90 deg-Service 13.91 1.73 0.00 -0.19 -95.14 -0.06 Dead+Wind 120 deg- 13.91 1.50 0.86 47.23 -82.37 -0.02 Service Dead+Wind 150 deg- 13.91 0.87 1.49 81.94 -47.51 0.02 Service Dead+Wind 180 deg- 13.91 0.00 1.72 94.64 0.12 0.06 Service Dead+Wind 210 deg- 13.91 -0.87 1.49 81.94 47.74 0.08 Service Dead+Wind 240 deg- 13.91 -1.50 0.86 47.23 82.61 0.08 Service Dead+Wind 270 deg- 13.91 -1.73 0.00 -0.19 95.37 0.06 Service Dead+Wind 300 deg- 13.91 -1.50 -0.86 -47.61 82.61 0.02 Service Dead+Wind 330 deg- 13.91 -0.87 -1.49 -82.32 47.74 -0.02 Service Solution Summary Sum of Applied Forces Sum of Reactions Load PX PY PZ PX Py PZ %Error Comb. K K K fK K K 1 0.00 -13.91 0.00 0.00 13.91 0.00 0.000% 2 0.00 -16.69 -8.29 0.00 16.69 8.29. 0.000% 3 0.00 -12.52 -8.29 0.00 12.52 8.29 0.000% 4 4.18 -16.69 -7.18 -4.1.8 16.69 7.18 0.000% 5 4.18 -12.52 -7.18 -4.18 12.52' 7.18 0.000% 6 7.24 -16.69 -4.15 -7.24 16.69 4.15 0.000% 7 7.24 -12.52 -4.15 -7.24 12.52 .4.15 0.000% 8 8.36 -16.69 0.00 -8.36 16.69 0.00 0.000% 9 8.36 -12.52 0.00 -8.36 12.52 0.00 0.000% 10 7.24 -16.69 4.15 -7.24 16.69 -4.15 0.000% 11 7.24 -12.52 4.15 -7.24 12.52 -4.15 0.000% 12 4.18 -16.69 7.18 -4.18 16.69 -7.18 0.000% 13 4.18 -12.52 7.18 -4.18 12.52 -7.18 0.000% 14 0.00 -16.69 8.29 0.00 16.69 -8.29 0.000% 15 0.00 -12.52 8.29 0.00 12.52 -8.29 0.000% 16 -4.18 -16.69 7.18 4.18 16.69 -7.18 0.000% 17 -4.18 -12.52 7.18 4.18 12.52 -7.18 0.000% 18 -7.24 -16.69 4.15 7.24 16.69 -4.15 0.000% tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CC/BU No 857111 Project Number 1971184, Order 548683, Revision 4 Page 16 Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K K K K K 19 -7.24 -12.52 4.15 7.24 12.52 -4.15 0.000% 20 -8.36 -16.69 0.00 8.36 16.69 0.00 0.000% '21 -8.36 -12.52 0.00 8.36 12.52 0.00 0.000% 22 -7.24 -16.69 -4.15 7.24 16.69 4.15 0.000% 23 -7.24 -12.52 -4.15 7.24 12.52 4.15 0.000% 24 -4.18 -16.69 -7.18 4.18 16.69 7.18 0.000% 25 -4.18 -12.52 -7.18 4.18 12.52 7.18 0.000% 26 0.00 -23.03 0.00 -0.00 23.03 0.00 0.000% 27 0.00 -23.03 -2.60 -0.00 23.03 2.60 0.000% 28 1.31 -23.03 -2.26 -1.31 23.03 2.26 0.000% 29 2.27 -23.03 -1.30 -2.27 23.03 1.30 0.000% 30 2.62 -23.03 0.00 -2.62 23.03 0.00 0.000% 31 2.27 -23:03 1.30 -2.27 23.03 -1.30 0.000% 32 1.31 -23.03 2.26 -1.31 23.03 -2.26 0.000% 33 0.00 -23.03 2.60 -0.00 23.03 -2.60 0.000% 34 -1.31 -23.03 2.26 1.31 23.03 -2.26 0.000% 35 -2.27 -23.03 1.30 2.27 23.03 -1.30 0.000% 36 -2.62 -23.03 0.00 2.62 23.03 0.00 0.000% 37 -2.27 -23.03 -1.30 2.27 23.03 1.30 0.000% 38 -1.31 -23.03 -2.26 1.31 23.03 2.26 0.000% 39 0.00 -13.91 -1.72 0.00 13.91 1.72 0.000% 40 0.87 -13.91 -1.49 -0.87 13.91 1.49 0.000% 41 1.50 -13.91 -0.86 -1.50 13.91 0.86 0.000% 42 1.73 -13.91 0.00 -1.73 13.91 0.00 0.000% 43 1.50 -13.91 0.86 -1.50 13.91 -0.86 0.000% 44 0.87 -13.91 1.49 -0.87 13.91 -1.49 0.000% 45 0.00 -13.91 1.72 0.00 13.91 -1.72 0.000% 46 -0.87 -13.91 1.49 0.87 13.91 -1.49 0.000% 47 -1.50 -13.91 0.86 1.50 13.91 -0.86 0.000% 48 -1.73 -13.91 0.00 1.73 13.91 0.00 0.000% 49 -1.50 -13.91 -0.86 1.50 13.91 0.86 0.000% 50 -0.87 -13.91 -1.49 0.87 13.91 1.49 0.000% Non-Linear Convergence Results tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683,Revision 4 Page 17 • Load Converged? Number Displacement Force Combination of Cycles Tolerance Tolerance 1 Yes 4 0.00000001 0.00000001 2 Yes 4 0.00000001 0.00068396 3 Yes 4 0.00000001 0.00024652 4 Yes 5 0.00000001 0.00014547 5 Yes 5 0.00000001 0.00006696 6 Yes 5 0.00000001 0.00016976 7 Yes 5 0.00000001 0.00007961 8 Yes 4 0.00000001 0.00086463 9 Yes 4 0.00000001 0.00043567 10 Yes 5 0.00000001 0.00014011 11 Yes 5 0.00000001 0.00006442 12 Yes 5 0.00000001 0.00016093 13 Yes 5 0.00000001 0.00007520 14 Yes 4 0.00000001 0.00067982 15 Yes 4 0.00000001 0.00024544 16 Yes 5 0.00000001 0.00016140 17 Yes 5 0.00000001 0.00007550 18 Yes 5 0.00000001 0.00013975 19 Yes 5 0.00000001 0.00006425 20 Yes 4 0.00000001 0.00086400 21 Yes 4 0.00000001 0.00043548 22 Yes 5 0.00000001 0.00016922 23 Yes 5 0.00000001 0.00007934 24 Yes 5 0.00000001 0.00014578 25 Yes 5 0.00000001 0.00006717 26 Yes 4 0.00000001 0.00000701 27 Yes 5 0.00000001 0.00009051 28 Yes 5 0.00000001 0.00011924 29 Yes 5 0.00000001 0.00012517 30 Yes 5 0.00000001 0.00009166 31 Yes 5 0.00000001 0.00011496 32 Yes 5 0.00000001 0.00011957 33 Yes 5 0.00000001 0.00008840 34 Yes 5 0.00000001 0.00011893 35 Yes 5 0.00000001 0.00011437 36 Yes 5 0.00000001 0.00009123 37 Yes 5 0.00000001 0.00012443 38 Yes 5 0.00000001 0.00011855 39 Yes 4 0.00000001 0.00002392 40 Yes 4 0.00000001 0.00003150 41 Yes 4 0.00000001 0.00004633 42 Yes 4 0.00000001 0.00003354 43 Yes 4 0.00000001 0.00003137 44 Yes 4 0.00000001 0.00003914 45 Yes 4 0.00000001 0.00002331 46 Yes 4 0.00000001 0.00003950 47 Yes 4 0.00000001 0.00003134 48 Yes 4 0.00000001 0.00003344 49 Yes 4 0.00000001 0.00004586 50 Yes 4 0.00000001 0.00003146 Maximum Tower Deflections - Service Wind Section Elevation Norz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° L1 109-89 8.44 39 1.422 0.016 L2 89-69 3.62 39 0.583 0.002 L3 69-18 1.80 49 0.220 0.000 L4 22.75-0 0.23 49 0.086 0.000 Critical Deflections and Radius of Curvature- Service Wind tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683, Revision 4 Page 18 Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft 110.00 Side Lighting 39 8.44 1.422 0.016 4328 109.00 Canister Loadl 39 8.44 1.422 0.016 4328 104.00 10'x 36"OD Concealment 39 7.06 1.186 0.012 4328 Canister 99.00 Canister Load2 39 5.75 0.961 0.007 2164 94.00 10'x 34"OD Concealment 39 4.58 0:756 0.004 1442 Canister 89.00 Canister Load3 39 3.62 0.583 0.002 1177 84.00 10'x 34",OD Concealment 39 2.91 0.448 0.000 1415 Canister 79.00 Canister Load4 50 2.41 0.347 0.000 2048 75.00 10'x 34"OD Concealment 49 2.13 0.286 0.000 3186 Canister 74.00 FW-65B-R3 49 2.06 0.273 0.000 3701 69.00 Canister Load5 49 1.80 0.220 0.000 11251 30.00 FRX450 48 0.37 0.097 0.000 15053 Maximum Tower Deflections - Design Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. o ° L1 109-89 40.86 2 6.882 0.076 L2 89-69 17.54 6 2.827 0.008 L3 69-18 8.72 20 1.066 0.001 L4 22.75-0 1.11 20 0.416 0.001 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft 110.00 Side Lighting 2 40.86 6.882 0.076 911 109.00 Canister Loadl 2 40.86 6.882 0.076 911 104.00 10'x 36"OD Concealment 2 34.19 5.743 0.055 911 Canister 99.00 Canister Load2 2 27.85 4.654 0.036 454 94.00 10'x 34"OD Concealment 8 22.19 3.666 0.020 302 Canister 89.00 Canister Load3 6 17.54 2.827 0.008 245 84.00 10'x 34"OD Concealment 6 14.11 2.173 0.001 294 Canister 79.00 Canister Load4 22 11.71 1.684 0.001 424 75.00 10'x 34"OD Concealment 20 10.32 1.390 0.001 659 Canister 74.00 FW-65B-R3 20 10.02 1.327 0.001 765 69.00 Canister Load5 20 8.72 1.066 0.001 2315 30.00 FRX450 20 1.79 0.471 0.001 3107 Compression Checks Pole Design Data tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683,Revision 4 ' Page 19 Section Elevation Size L L„ KI/r A P„ �Pn Ratio No. P. ft ft ft int K K OPn L1 109-89(l) TP4.5x4.5x0.5 20.00 0.00 0.0 6.2832 -1.67 424.12 0.004 L2 89-69(2) TP8x8x1 20.00 0.00 0.0 21.991 -5.21 831.26 0.006 1 L3 69-18(3) TP37.14x300.2188 51.00 0.00 0.0 25.173 -12.36 1472.63 0.008 2 L4 18-0(4) TP39.22x36.0375x0.25 22.75 0.00 0.0 30.922 -16.69 1808.98 0.009 7 Pole Bending Design Data Section Elevation Size Mux �Mnx , Ratio MY ^y Ratio No. Mux Muy ft kip-ft kip-ft �Mnx kip-ft kip-ft �Mny L1 109-89(l) TP4.5x4.5x0.5 20.71 45.23 0.458 0.00 45.23 0.000 L2 89-69(2) TP8x8xl 67.54 155.40 0.435 0.00 155.40 0.000 L3 69-18(3) TP37.14x300.2188 289.37 1149.30 0.252 0.00 1149.30 0.000 L4 18-0(4) TP39.22x36.0375x0.25 462.18 1562.49 0.296 0.00 1562.49 0.000 Pole Shear Design Data Section Elevation Size Actual �Vn Ratio Actual OTn Ratio No. Vu Vu Tu Tu ft K K �Vn kip-ft kip-ft +Tn L1 109-89(l) TP4.5x4.5x0.5 1.33 127.24 0.010 0.00 44.74 0.000 L2 89-69(2) TP8x8xl 2.63 249.38 0.011 0.06 153.47 0.000 L3 69-18(3) TP37.14x30x0.2188 6.80 441.79 0.015 0.29 1402.74 0.000 L4 18-0(4) TP39.22x36.0375x0.25 8.36 542.69 0.015 0.29 1852.10 0.000 Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P„ Mux Muy V„ T„ Stress Stress ft Wn Wnx Wy �Vn �Tn Ratio Ratio L1 109-89(l) 0.004 0.458 0.000 0.010 0.000 0.462 1.050 4.8.2 L2 89-69(2) 0.006 0.435 0.000 0.011 0.000 0.441 1.050 4.8.2 L3 69-18(3) 0.008 0.252 0.000 0.015 0.000 0.260 1.050 4.8.2 L4 18-0(4) 0.009 0.296 0.000 0.015 0.000 0.305 1.050 4.8.2 Section Capacity Table Section Elevation Component Size Critical ` P open.. % Pass No. ft Type Element K K Capacity Fail L1 109-89 Pole TP4.5x4.5x0.5 1 -1.67 445.32 44.0 Pass L2 89-69 Pole TP8x8xl 2 -5.21 872.83 42.0 Pass L3 69-18 Pole TP37.14x30x0.2188 3 -12.36 1546.26 24.8 Pass L4 18-0 Pole TP39.22x36.0375x0.25 4 -16.69 1899.43 29.1 Pass ' Summary Pole(1-1) 44.0 Pass tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683,Revision 4 Page 20 . Section Elevation Component Size Critical P 0P.11— % Pass No. ft Type Element K K Capacity Fail RATING= 44.0 Pass tnxTower Report-version 8.1.1.0 August 17, 2021 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683, Revision 4 Page 21 APPENDIX B BASE LEVEL DRAWING tnxTower Report-version 8.1.1.0 I (OTHER CONSIDERED EQUIPMENT) (12) 1-1/4"TO 104 FT LEVEL /�� "►� \` I If I If (OTHER CONSIDERED EQUIPMENT) ' 07 (18) 7/8"TO 84 FT LEVEL (PROPOSED EQUIPMENT coNncvr / (1) 1-3/8"TO 74 FT I-Fi'. (OTHER CONSIDERED EQUIPMENT) (2) 1/2"TO 30 FT LEVEL (OTHER CONSIDERED EQUIPMENT) (1) 1-5/8"TO 109 Ff LEVEL 12) 7/8"TO 94 FT LEVEL August 17, 2021 ' 109 Ft Concealment Tower Structural Analysis CCI BU No 857111 Project Number 1971184, Order 548683,Revision 4 Page 22 APPENDIX C ADDITIONAL CALCULATIONS tnxTower Report-version 8.1.1.0 CCI Flagpole Tool CROWN Site Data GCCASTLE BU#: 857111 Site Name:I EAST MARION . Order#:1548683-Rev.4 Code Code: TIA-222-H Ice Thickness:. .1,in SPINE Windspeed(V): .128 mph Ice Wind Speed(V): 50 mph Exposure Category: C. FLANGE BOLT HOLES (T,P) Topographic Feature: . N/A — + Risk Category: . ' II Tower Information �� p GE:PLAM Total Tower Height: 109 ft Base Tower Height: 69 ft FLANGE PLATE Total Canister Length: 40 ft (TYPE 4-SOUDIIYRA-no 0.55) Number of Canister Assembly Sections: 4 Mating Mating Canister Canister Flange Flange Plate Canister Canister Section Number of Sides Plate Solidity Vent Assembly Assembly Plate Plate Weight Weight Number*: Canister Section TV'A�e: Ratio Length(ft): Length(ft): Diameter(in): Thickness Diameter (Kip): (Kip) (in)**: (in): i 10:{ ,;RQUF140.65 0.091 0.188 0-0 2 10 :34; . . Ro,tind'° s-. :.. '3 •1:38 25:375.. 0.5 0.197 0.178 0-0 3 10•''•,•' 34'.; j t• Round'; 6 "0.25 33:5. 0.65 0.081 0.178 0-0 4 10,'.,'•M".: , ;"',34; :",IjoUnG1.• 4 ,2:00'* 26.25 i, 0.55 0.338 0.178 0-0 *Sections are numbered from the top of the tower down *•Mating Flange Plate,Thickness at the bottom of canister section Flagon Tower: No Truck Ball on Tower: No Geometry:Base Tower +Spine 857111_old.eri (last saved 04/1410:00 am) Top Bottom Wall Pole Height Above Section Lap Splice Diameter Diameter Thickness Bend Pole Base(ft) Length(ft) Length(ft) NumberofSides (in) (in) (in) Radius(in) Material Delete A513- 109 20 0 0 4.5 4.5 0.5 n/a D.C.M.-75 [x] 89 20 0 0 8 8 1 n/a A519 HFS [X] 69 51 4.75 18 30 37.14 0.21875 0.875 A572-65 [X] 22.75 22.75 0 18 36.0375 39.22 0.25 1 A572-65 [x] Page 1 of 2 CCIFlagpole Tool(2.2.0) Discrete Loads:CFAF for Canister Assembly Canister Apply CFAF at Canister Assembly Canister Loading Elevation(z) CFAF Z CFAF Z CFAF Z CFAF CFAF Z 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 1 109 6.750 16.958 17.417 18.333 20.167 0.094 0.206 Canister Load 2 99 13.125 33.000 33.917 35.750 39.417 0.274 0.491 Canister Load 3 89 12.750 32.083 33.000 34.833 38.500 0.375 0.586 Canister Load 4 79 12.750 32.083 33.000 34.833 38.500 0.259 0.470 Canister Load 5 69 6.375 16.042 16.500 17.417 19.250 0.427 0.532 i Page 2 of 2 CC]Flagpole Tool(2.2.0) Monopole Flange Plate Connection Elevation=89 ft. CROWN v CASTLE BU# • 857111 Site Name •EAST MARION Moment(kip-ft) 20.71 Order# -'548683-Rev:4' AxialForce(kips) 1.67.' Shear Force(kips) 1.33 TIA-222 Revision H •TIA-222-H Section 15.5 Applied Top Plate-External Bottom Plate-External _--------------- % ------ -_ i 0 Bolt Data (6)3/4"o bolts(A325 N;Fy=92 ksi,Fu=120 ksi)on 22"BC Top Plate Data Bottom Plate Data 24.5"OD x 1.375"Plate(A572-50;Fy=50 ksi,Fu=65 ksi) 25.375"OD x 1.375"Plate(A572-50;Fy=50 ksi,Fu=65 ksi) Top Stiffener Data Bottom Stiffener Data N/A N/A Top Pole Data Bottom Pole Data 4.5"x 0.5"round pole(A513-D.O.M.-75;Fy=75 ksi,Fu=100 ksi) 8"x 1"round pole(A519 HFS;Fy=42 ksi,Fu=60 ksi) Bolt Capacity Max Load(kips) 7.25 Allowable(kips) 30.06 Stress Rating: 23.0% Pass Top Plate Capacity Bottom Plate Capacity Max Stress(ksi): Max Stress(ksi): Allowable Stress(ksi): Allowable Stress(ksi): Stress Rating: N/A Stress Rating: N/A Tension Side Stress Rating: N/A Tension Side Stress Rating: N/A CClplate-Version 4.1.2 Analysis Date:8/17/2021 Monopole Flange Plate Connection Elevation=69 ft. CROWN CCCASTLE BU# 857111 Site Name EAST MARION Moment(kip-ft) 67.54 Order# 548683'-Rev:4' ' Axial Force(kips) 5.21 ' Shear Force(kips) 2.63 TIA-222 Revision H "TIA-222-H Section 15.5 Applied Top Plate-External Bottom Plate-Internal I ` tl ,. dy , y --------------- --- ..� I Bolt Data (6)1"0 bolts(A325 N;Fy=92 ksi,Fu=120 ksi)on 22.5"BC Top Plate Data Bottom Plate Data 26.25'OD x 2"Plate(A572-50;Fy=50 ksi,Fu=65 ksi) 8"ID x 2"Plate(A572-50;Fy=50 ksi,Fu=65 ksi) Top Stiffener Data Bottom Stiffener Data N/A N/A Top Pole Data Bottom Pole Data 8"x 1"round pole(A519 HFS;Fy=42 ksi,Fu=60 ksi) 30"x 0.21875"18-sided pole(A572-65;Fy=65 ksi,Fu=80 ksi) Bolt Capacity Max Load(kips) 23.13 Allowable(kips) 54.54 Stress Rating: 40.4% Pass Top Plate Capacity Bottom Plate Capacity Max Stress(ksi): Max Stress(ksi): Allowable Stress(ksi): Allowable Stress(ksi): Stress Rating: N/A Stress Rating: N/A Tension Side Stress Rating: N/A Tension Side Stress Rating: N/A 1 CClplate-Version 4.1.2 Analysis Date:8/17/2021 Mo"nopole Base Plate Connection CROWN. CCCA.5TLE 111011111 BU#I-- 857111 Site Name 1, EAST MARION Order# °548683-Rev.4,' TIA-222 Revision W Grout Considered: No- Iar(in) 3:125. ' "Moment(kip-ft) 462.18' Axial Force(kips) 16.69.•.•. ) Shear Force(kips) 8.36 ' •' �, 'TIA-222-N Section 15.5 Applied ' f Connection Properties Analysis Results Anchor Rod Data Anchor Rod Summary (units of kips,kip-in) (4)2-1/4"0 bolts(A615-75 N;Fy=75 ksi,Fu=100 ksi)on 49"BC Pu_c=117.26 c�Pn_c=268.39 Stress Rating Vu=2.09 4)Vn=120.77 44.8% Base Plate Data Mu=4.25 c�M_n=128.14 Pass 44"W x 2"Plate(A572-50;Fy=50 ksi,Fu=65 ksi); Clip:4 in Base Plate Summary Stiffener Data Max Stress(ksi): 24.92 (Flexural) N/A Allowable Stress(ksi): 45 Stress Rating: 52.7% Pass Pole Data 39.22"x 0.25"18-sided pole(A572-65;Fy=65 ksi,Fu=80 ksi) CClplate-Version 4.1.2 Analysis Date:8/17/2021 Drilled Pier Foundation CROW BU# 857111 ' Site Name!EAST MARION 1 Order Number: 548683-Rev.3 TIA-222 Revison: H• a Tower Type: Mono nip... ; Apply TIA-222-H Section 15.5:.,; N/A - Soil Lateral Check Compression Uplift Input Effective_ Depths(else Actual): - Comp. Uplift Dwo(ft-.frornTOC) 6.50 e e a Moment(kip-ft) • -462:18 - Soil Safety Factor 10.84 Check Shear along Depth of Pier: [�] Axial Force(kips) 6.69 :_Wax;Moment(kip-ft) 511.21 Utilize Shear-Friction Methodology: Shear Force(kips) :8.3.6 ',Rating* 11.7% Override Critical Depth:- Soil Vertical Check ,Compression Uplift ±g0tlil_ Ol9�tldtttita SkinTriction(kips) 177.09 WEConcrete Strength,Fc: e. 3 ksi End Searing,(kips) 1696.46 Rebar Strength,F : '-60 ksi . _,weight of Concrete(kips) 97.97 Tie Yield Strength,F.yt: 40 ksi :Total.Capacity(kips) 1873.55 -Axial,(kips) 114.66 ravirmumillflaPhrr& srOfttiurs Rating' 5.8°0 Depth I 18.5 ft Reinforced Concrete Flexure Compression Uplift Ext.Above&adej 0.75 ft Ewh ddcrll'dldlavuu Critical'Depth,(ft from-TOC) 6.34 Pier Section 1 l3ellc@ Pier tttyt3F _ .::CriticalWon ent(kip-ft) 511.14 From 0.75'above grade to 18.5'belowgrade - •Critical:MomentCapacity 3322.55 - Pier Diameter 6 ft -.Rating* 14.7% Rebar Quantity 16 Reinforced Concrete Shear Compression Uplift Rebar Size 1.1 Critical Depth•(ft'fromTOC) 13.52 Clear Cover to Ties 4 in Critical.Shear(kip) 70.63 Tie Size 5 Critical SheanCapacity 446.71• Tie Spacing,,' : 18 in _ Rating* 15.1% Structural Foundation;Rating*, 15.1% Soil-]nteraction Rating*1 11.7% *Rating per TIA-222-H Section 15.5 _ ¢• e n Groundwater Depth ' ; •. '34%'': #of Layers 8 e,Caleulated, ,'_Calculated. •..UltimateSkiw Ult "JUIt.'Gross` - .. �• Angle of -• '-` .: ;Top, _Thickness. Y,an, ✓ :VEoncrc:a ,Cohesion :' Ultimate Skiri''.Ultimate;Skin,I;F•,riction'Comp .:-.r` '° :'!! Bearing2 ;SPT;BIow i` Layeh ' , _ Botfom,(ftj:.' Friction - = - Fnction,UpI . Soil-Type, ` lft).'= " slPcfl. (Pdf1-- ( 1 P lift Override),_;l,Overrlde ksf; Ca aci Count ° ksf' Fnction,Com ''Frictidn Up p ty, ( e ree4 ^ T. _ g j (ksfl',.._'..: (ksf). �, �• -- 1 1 1 0 •' 0.5 0.5 100 150 0 - 0 0.000,`" ,_'-0:000 OLrZO a,61Y Cohesionless 0.5 "_2 1.5 -- 113 .150 0 0. ;0.000,=.:` -_:0.000 '0e00 X 00 Cohesionless '3 2 4'.167 2.167 114 150 0 0;;:' OE000 '=`_ - .0:000 Q"OF} Q.t7E1 Cohesionless 4 4.167 5 0.833 114 150 0 '45: ;_0:000 -± 0.000. fY6 tN` Cohesionless '5 5 " '7 2 117 150 0" '45 _'.--0:000-'-: 0.00.0 ®C45"' d:45 Cohesionless .:6 7 10 3 117 150 - 0 45 01000 ,. 0.000 - t1;&4. `H1:64 - Cohesionless 7 10 _' 15 5 - 117 150 0 45 '" ":0.00 7-'-':U0' •0.96 0.96 Cohesionless 8 15 18;5 -3.5 - _115 150 0 ' 45; ;0.00:', :0.00 . 1:34 1:34 ' -'.80 Cohesionless Version 5.0.3- E ASCE 7 Hazards Report AMERICAN SOCIM OF CML ENGINEERS Address: Standard: ASCE/SEI 7-16 Elevation: 36.05 ft(NAVD 88) No Address at This Risk Category: II Latitude: 41.128253 Location Soil Class: D- Default(see Longitude: -72.341308 Section 11.4.3) . - - rr . N+• � 1 ti "�► f own Poh+n11 Fw4 4arirR `' lfarsba a ti.` ,,,.. `` .. .ati••• is nr„i 'P"' • -. GW'MtY1K, ttt[ Hc.M.r.E<i. 1 rMrt • 1�. � moi' - 'nngroRm Wind Results: Wind Speed: 128 Vmph 10-year MRI 76 Vmph 25-year MRI 87 Vmph 50-year MRI 99 Vmph 100-year MRI 105 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1—CC.2-4, and Section 26.5.2 Date Accessed: Thu Apr 01 2021 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Glazed openings need not be protected against wind-borne debris. https://asce7hazardtool.onIine/ Page 1 of 3 Thu Apr 01 2021 ASCE AMERICAN SOCIETY OF CML ENGINEERS Seismic Site Soil Class: D - Default (see Section 11.4.3) Results: Ss 0.183 SD1 0.081 S, 0.051 TL 6 Fa 1.6 PGA : 0.1 F, 2.4 PGA m : 0.16 SMS 0.292 FPGA 1.6 SM, 0.122 le 1 SDS 0.195 C„ 0.7 Seismic Design Category B MCER Response Spectrum 0.20 Design Response Spectrum 0 2111, � • 018 • 02-1 0.1s • • • D 2?1 . 0.1A 0.12 D.15 0.10 1 0-0D C 1 1 D-06 I D C15 D-04 0-02 _.._ ----------- D ---D 1 2 3 4 5 6 7 0 1 2 3 A 5 6 7 Sa(g)vs T(s) Sa(g)vs T(s) 0.18 NICER Vertical Response Spectrum 0 11 .•.• Design Vertical Response Spectrum 0.1fi �• 0-10 •.••• 0.14 .••.. 0.09 • • 0.12 • 0. • D-t!7 • 010 • •• D06 •• 0.09 ••• 0.05 ••• fl D6 0 ••••• 0.04 0 ��• • 0-04 ® •••••••!•••••••••• {D1.02 ••••••••••••••••••• 02 0 0.5 1.0 1.5 2.0 0.5 1.0 1.5 2.0 Sa(9)vs T(s) Sa(9)vs T(s) Data Accessed: Thu Apr 01 2021 Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-16 and ASCE/SEI 7-16 Table 1.5-2.Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-16 Ch. 21 are available from USGS. https:Hasce7hazardtool.online/ Page 2 df 3 Thu Apr 01 2021 ASCE �,u�r..��nsrrt2err:.rnn�u�n Ice Results: Ice Thickness: 1.00 in. Concurrent Temperature: 15 F Gust Speed: 50 mph Data Source: Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Date Accessed: Thu Apr 01 2021 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice.thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. 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Main Rd.&Youngs Ave.) 'fit �` Southold,NY 11971 Southold,NY Telephone: 631-765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting , From: Planning Department Date: February 8, 2023 Re: Check The attached check is a Consultant Escrow Fee for the project review listed below. Please deposit into B691 Deferred Revenue Account. Thank you. Applicant/Project Tax Map # Amount Check Date/No. Name & Type Dish modifications at East Marion 31-3-11.31 $4,000 1/24/23—3821 Fire District Inrange Solutions _ 'I;.<>::~a`; •.,', �c�f,a ;.r,� _ -• _.��> - _ ��,„?��ter;; --.;r, ^,:�t�', O,.�;7 - - .9R..�r. _ :>'k._ ��`,.' - �\-•syn,( _ tiU y , - i A 5}n 0161 i- 382,1 CHAS 'BANK NEw 'r .V( J F: & - 4 �'VAL' O' n�^ 01 L`EY R AD ) `t - .y` .:5."`.r' .1 �' ley A. ';•a. 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