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HomeMy WebLinkAboutPresubmission Materials • THE PROJECT DEPICTED IN THESE PLANS QUALIFIES AS AN ELIGIBLE FACILITIES REQUEST ENTITLED TO EXPEDITED SITE INFORMATION PROJECT DIRECTORY REVIEW UNDER 47 U.S.C. 1455(A) AS A MODIFICATION OF AN EXISTING WIRELESS TOWER THAT INVOLVES THE d..*.sh COLLOCATION REMOVAL AND/OR REPLACEMENT OF TRANSMISSION EQUIPMENT THAT IS NOT A SUBSTANTIAL CHANGE UNDER CFR 1.61000 (B)(7). PROPERTY OWNER: ORIENT FIRE DISTRICT APPLICANT: DISH Wireless L.L.C. ADDRESS: 23300 ROUTE 25 PO BOX 5701 SOUTH SANTA FE DRIVE BIRD WATCH SITE: ORIENT, NY 11957 LITTLETON, CO 80120 PLEASE CONTACT BIRD.WATCH AMERICANTOWER.COM OR • AMERICAN TOWER NOC AT 877-518-6937 FOR ASSISTANCE TOWER TYPE: STEALTH — CANISTER POLE wireless. TOWER OWNER: AMERICAN TOWER 5701 SOUTH SANTA FE DRIVE TOWER CO SITE ID: 373337 10 PRESIDENTIAL WAY LITTLETON, CO 80120 WOBURN, MA 01801cl S 11 SCOPE OF WORK A TOWER APP NUMBER: 13738829_D2 I COUNTY: SUFFOLK ENGINEER: ATC TOWER SERVICES, LLC THIS IS NOT AN ALL INCLUSIVE LIST. CONTRACTOR SHALL UTILIZE SPECIFIED EQUIPMENT PART OR ENGINEER 3500 REGENCY PARKWAY SUITE 100 A�NTQY��R wirelessTm APPROVED EQUIVALENT. CONTRACTOR SHALL VERIFY ALL NEEDED EQUIPMENT TO PROVIDE A FUNCTIONAL SITE. LATITUDE (NAD 83): 41. 1425 3.000" N CARY, NC 27518 1WOBURN10 MAIA0180A7 THE PROJECT GENERALLY CONSISTS OF THE FOLLOWING: TOWER SCOPE OF WORK: LONGITUDE (NAD 83): 72' 17' 58.000" W • INSTALL (3) PROPOSED PANEL ANTENNAS (1 PER SECTOR) B+T GRP • INSTALL (1) PROPOSED ANTENNA PLATFORM MOUNT -72.29944444 1717S.BWLOER INSTALL PROPOSED JUMPERS ZONING JURISDICTION: SOUTHOLD NEW YORK SITE ACQUISITION: WILLIAM SNIDER SUITE 9n0 DISH Wireless L.L.C. SITE ID: ® : INSTALL (1) PROPOSED OVER VOLTAGE PROTECTION DEVICE (OVP) TULSA,GKTa119 WILLIAM.SNIDER®DISH.COM aP.1/918)u7<W9 INSTALL (1) PROPOSED HYBRID CABLE .c19'n­ NYNYG02243B ZONING DISTRICT: UNZONNED N C 'p GROUND SCOPE OF WORK: CONSTRUCTION MANAGER: VICTOR CORREA DRAWN BY: CHECKED BY:APPROVED BY: O ?� INSTALL (1) PROPOSED METAL PLATFORM PARCEL NUMBER: 1000018000500013008 VICTOR.CORREAODISH.COM N O O INSTALL (6) PROPOSED RRUs ON METAL PLATFORM H-FRAME SM CDW DAS I- m INSTALL (1) PROPOSED ICE BRIDGE DISH Wireless L.L.C. SITE ADDRESS _0 rn INSTALL (1) PROPOSED PPC CABINET OCCUPANCY GROUP: U RF ENGINEER: IMAD MEMON RFDS REV #: 1.0 p O INSTALL (1) PROPOSED EQUIPMENT CABINET • INSTALL (1) PROPOSED POWER CONDUIT IMAD.MEMON®DISH.COM 23300 MAIN ROA = C ' INSTALL (1) PROPOSED TELCO CONDUIT CONSTRUCTION TYPE: -B CONSTRUCTION CL p f6 INSTALL (1) PROPOSED TELCO-FIBER BOX Q U) a INSTALL (1) PROPOSED GPS UNIT DOCUMENTS • INSTALL (1) PROPOSED SAFETY SWITCH (IF REQUIRED) POWER COMPANY: LONG ISLAND POWER ORIENT NY 119 � . INSTALL (1) PROPOSED CIENA BOX (IF REQUIRED) SUBMITTALS ' INSTALL (1) PROPOSED METER SOCKET TELEPHONE COMPANY: VERIZON REV DATE DESCRIPTION A 12/10/21 ISSUED FOR REVIEW NEW YORK CODE COMPLIANCE SITE PHOTO DIRECTIONS 0 2/22/22 ISSUED FOR CONSTRUCTION ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF DIRECTIONS FROM 3 ADP BLVD, ROSELAND, NJ 07068: THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.qH11�11NITWEas..PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CON TO ES ODV4 TURN RIGHT(SOUTH-WEST) ONTO CR-527 [LIVINGSTON AVE].TAKE RAMP (RIGHT) ONTO 1-280. "TOLL ROAD•AT EXIT 17B, 1L17 STAY ON 1-280 (NORTH). TAKE RAMP (RIGHT) ONTO 1-95 [NEW JERSEY TPKE].AT EXIT 16E,TURN RIGHT ONTO RAMP. KEEP ����'`r$'1 RIGHT TO STAY ON RAMP. KEEP LEFT ONTO RT-495. STAY ON RT-495 (EAST). STAY ON RT-495 (NORTH) ENTERING NEW CODE TYPE CODE �:J I YORK. STAY ON R-495 [DRYER AVE]. (SOUTH-WEST). KEEP STRAIGHT ONTO DYER AVE.TURN LEFT(EAST) ONTO (W) 34TH BUILDING 2018 IBC ® ( ST.TURN LEFT [NORTH] ONTO 1-495 [QUEENS MIDTOWN TUNNEL APPROACH]. 'TOLL ROAD- TAKE RAMP ONTO 1-495 [QUEENS MECHANICAL 2018 IMC EL �1 oT1f1 I MIDTOWN TUNNEL]. STAY ON 1-495 (EAST).AT EXIT 73, TURN OFF ONTO RAMP. BEAR RIGHT(EAST) ONTO CR-58 (OLD ELECTRICAL 2017 NEC APR L L LL COUNTRY RD). KEEP STRAIGHT ONTO RT-25 [MAIN RD].TURN LEFT (NORTH-WEST) ONTO LOVE LN.TURN RIGHT RIGHT (NORTH-EAST) ONTO CR-48 [MIDDLE RD). KEEP STRAIGHT ONTO RT-25 [MAIN RD].TURN RIGHT (SOUTH) ONTO TABOR RD. I TURN LEFT(EAST) ONTO LOCAL ROAD(s) BUILDING DEPT. SOF NEW y TOWN OF SOUTHOLD VICINITY MAP ��.Q���� f SHEET INDEX A hi { , . 1 f ` ,- L .Ash, n 4i SHEET NO. SHEET TITLE T-1 TITLE SHEET SS A-1 OVERALL AND ENLARGED SITE PLAN A-2 ELEVATION, ANTENNA LAYOUT AND SCHEDULE f 'f A-3 EQUIPMENT PLATFORM AND H-FRAME DETAILS + {f A-4 EQUIPMENT DETAILS PDS ENGINEERING D.P.C. CERT. #: 0103685 A-5 EQUIPMENT DETAILS UNDERGROUND SERVICE ALERT-NEW YORK 811 Expires 11/30/23 A-6 EQUIPMENT DETAILS UTILITY NOTIFICATION CENTER OF NEW YORK T IS A VIO ATION OF LAW FOR ANY PERSON, (800)272-4480 , �--ti ? UNLESS THEY ARE ACTING UNDER THE DIRECTION WWW.NEWYORK-811.COM • r-- ., ` OF A LICENSED PROFESSIONAL ENGINEER, E-1 ELECTRICAL/FIBER ROUTE PLAN AND NOTES / - TO ALTER THIS DOCUMENT. E-2 ELECTRICAL DETAILS CALL 2 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION " �ppll A&E PROJECT NUMBER E-3 ELECTRICAL ONE—LINE, FAULT CALCS & PANEL SCHEDULE SITE LOCATION 373337-13738829_D2 G-1 GROUNDING PLANS AND NOTES GENERALNOTES t�, I DISH Wireless L.L.C. G-2 GROUNDING DETAILS I � PROJECT INFORMATION G-3 GROUNDING DETAILS THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON - z �I NYNYCO2243B DRAINAGE. NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL - 23300 MAIN ROAD RF-1 RF CABLE COLOR CODE SIGNAGE IS PROPOSED. THE PROJECT DEPICTED IN THESE PLANS QUALIFIES AS AN ELIGIBLE FACILITIES REQUEST ENTITLED TO EXPEDITED }y ORIENT, NY 11957 GN-1 LEGEND AND ABBREVIATIONS REVIEW UNDER 47 U.S.C. § 1455(A) AS A MODIFICATION OF AN EXISTING WIRELESS TOWER THAT INVOLVES THE - i � - GN-2 GENERAL NOTES COLLOCATION, REMOVAL, AND/OR REPLACEMENT OF TRANSMISSION EQUIPMENT THAT IS NOT A SUBSTANTIAL ff SHEET TITLE l o,��f 'y CHANGE UNDER CFR § 1.61000 (8)(7). r- 1 TITLE SHEET GN-3 GENERAL NOTES - 1 GN-4 GENERAL NOTES �T 11°x171 PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED u SHEET NUMBER CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS, AND'CONDITIONS ON THE JOB SITE, AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. NO SCALE t NOTES NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. - 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. I d 2. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. _ 2. CONTRACTOR SHALL MAINTAIN A 10'-0" MINIMUM SEPARATION BETWEEN THE PROPOSED GPS UNIT, TRANSMITTING ANTENNAS AND EXISTING GPS UNITS. ..sh MAIN ROAD 3. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. v�nrelessa 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 r SEE EQUIPMENT A ' 8'_5"t I LAYOUT (SHEET A-3) PROPOSED ICE BRIDGE ----- ---------- JW�YCi�N7��R 1 1 10 PRESIDENTIAL WAY ' WOBURN,MA 01801 1 1 1 B+T GRP 1 I 1]1]S.BOULDER 1 1 SUITE 300 Jim TULSA,OK]0118 EXISTING BUILDING -- �_ o PROPOSED DISH Wireless L.L.C. _ DRAWN BY: CHECKED BY:APPROVED BY: 12" WIDE ICE BRIDGE a SM CDW DAS 1 1 N EXISTING CONCEALMENT _, 1 � RFDS REV #: 1.0 MONOPOLE 1 1 y ' CONSTRUCTION 1 1 EXISTING FIRE DEPT. 1 DOCUMENTS SELF SUPPORT TOWER � 9,-0" SUBMITTALS - ---------------- - REV DATE 5'— " DESCRIPTION -- LEASE AREA/PLATFORM A 12/10/21 ISSUED FOR REVIEW 0 2/22/22 ISSUED FOR CONSTRUCTION N + EXISTING EQUIPMENT SHELTER 12"6" 0 1' 2' 3' 4' 5' ENLARGED SITE PLAN 2 1/2"=1'-0" 1 A-2 EXISTING CONCRETE PAD OTC NgkV EXISTING 4'-0" WIDE CHAIN—LINK GATE -� x x 10368 �ac� 1EXISTING ICE BRIDGE (nP) p9��fSS10�P`, EXISTING CONCRETE PAD (TYP) .'.' - ----------------------� i 30'-9' Z�z2.�Zz � 1 EXISTING EXISTING CONCEALMENT I I APPROXIMATE H—FRAME (nP) MONOPOLE ACCESS EASEMENT 1 SEE ENLARGED • SITE PLAN PDS ENGINEERING D.P.C. 1 • CERT. q: 0103685 Expires 11/30/23 FOR 1 N I PROPOSED METER IT IS A VIOLATION OF LAW FOR ANY PERSON, 3'-r' SITE LOCATION UNLESS THEY ARE ACTING UNDER THE DIRECTION --------------------o --IIx PROPOSED FIBER OF A TOALTER THIS DOCUMENT.GI EER LICENSED51 N A I HANDHOLE A&E PROJECT NUMBER x x 373337-13738829_D2 OL � EXISTING �� x TRAMSFORMER DISH Wireless L.L.C. PROJECT INFORMATION NYNYCO2243B - EXISTING EQUIPMENT 9'_3" 23300 MAIN ROAD CONCRETE PAD x ORIENT, NY 11957 SHEET TITLE x x x x x OVERALL AND ENLARGED EXISTING 12'-0" WIDE ;11 SITE PLAN CHAIN—LINK GATE + .y, THE EASEMENT RIGHTS FOR THIS SITE ARE BLANKET EASEMENT RIGHTS TO THE PREMISES AND THEREFORE DOES N (TYP) NOT INCLUDE A SPECIFIED AREA FOR THE LOCATION OF UTILITIES. CONSTRUCTION CONTRACTOR MUST FIELD VERIFY SHEET NUMBER THE APPROPRIATENESS OF ALL PROPOSED UTILITY ROUTES. 10' 0 10' 20' A-1 OVERALL SITE PLAN AERIAL VIEW NO SCALE NOTES NOTE: STRUCTURAL ANALYSIS NOT AVAILABLE AT TIME OF THIS DRAWING'S CREATION 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 2. ANTENNA AND MW DISH SPECIFICATIONS REFER TO d ...sh ANTENNA SCHEDULE AND TO FINAL 37.5" CANISTER OUTER DIAMETER wireless,~ CONSTRUCTION RFDS FOR ALL RF DETAILS. =o Al a v 5701 SOUTH SANTA FE DRIVE 3. EXISTING EQUIPMENT AND FENCE PROPOSED DISH Wireless a N LITTLETON, CO 80120 L.L.C. ANTENNA (TYP. OF OMITTED FOR CLARITY. (1) PER SECTOR, (3) TOTAL) EXISTING MAST PROPOSED DISH Wireless L.L.C. PROPOSED DISH MOUNT Wireless L.L.C. MTO�SR CANISTER 10 PRESIDENTIAL WAY WOBURN,MA 01801 J3 B+T GRP B1 1111 S.BOULDER su— p G7 BF TULSA,OK 14119 P��OR SFC T'9 PH;(9l oo SF-G� TpR w,:w.el9m.wm DRAWN BY: CHECKED BY:APPROVED BY: SM CDW DAS RAD CENTER © 46'-11" A.G.L. RFDS REV #: 1.0 37.5" CANISTER OUTER DIAMETER CONSTRUCTION DOCUMENTS EXISTING CONCEALMENT MONOPOLE PROPOSED DISH Wireless SUBMITTALS TOP EL. 0 90'-0"AGL I I L.L.C. TWIN DIPLEXERS I I (TYP. OF (1) PER REV DATE DESCRIPTION I I SECTOR, (3) TOTAL) I I E%ISTING MOUNT PROPOSED DISH A 12/10/21 ISSUED FOR REVIEW I RAD CENTER B 90'—O"AGL EXISTING MAST Wireless L.L.C. 0 2/22/22 ISSUED FOR CONSTRUCTION I PROPOSED DISH ® ® MOUNT I I Wireless L.L.C. I CANISTER I I I I I I I I I I I I I I I I I (3) PROPOSED DISH Wireless L.L.C. ANTENNAS I RAD CENTER 0 66'-0" AGL OF Iv�1 Fr I I ! � I I co Q� I I I 12' 6" 0 1' 2 3' EXISTING MOUNT ANTENNA LAYOUT RAD CENTER ® 48'-0"AGL 3/4"=1'-0" p9�FESStiO�P~ 2/22/22 I ANTENNA TRANSMISSION CABLE RRH OVP I SECTOR (1) PROPOSED DISH Wireless L.L.C. I POS. EXISTING OR MANUFACTURER — MODEL TECH AZIMUTH RAD FEED LINE TYPE MANUFACTURER — MODEL TECH POS. MANUFACTURER HYBRID CABLE ROUTED OUTSIDE PROPOSED NUMBER CENTER AND LENGTH NUMBER MODEL POLE Al __ __ __ __ __ TA08025-8604 SG A2 PDS ENGINEERING D.P.C. (1) HIGH—CAPACITY RAYCAP CERT. #: 0103685 (100' LONG) A2 PROPOSED COMMSCOPE — FW-658—R3 5G 40' 66'-0" 1 HYBRID CABLE TA08025-8605 5G A2 RDIDC)9181—PF-48 Expires 11/30/23 I EXISTING DISH Wireless L.L.C. I A3 _— -- -- -- -- -- -- -- IT IS A VIOLATION OF LAW FOR ANY PERSON, ICE BRIDGE UNLESS THEY ARE ACTING UNDER THE DIRECTION B1 -- -- -- -- -- TA08025-8604 5G B2 OF A LICENSED PROFESSIONAL ENGINEER, I TO ALTER THIS DOCUMENT. PROPOSED DISH Wireless L.L.C. I SHARED GPS UNIT I B2 PROPOSED COMMSCOPE — FW-658—R3 SG 160' 66'-0" SHARED W/ALPHA TA08025-8605 SG B2 W/ALPHA A&E PROJECT NUMBER PROPOSED DISH Wireless L.L.C. I B3 -- -- -- -- -- -- -- -- 373337-13738829_D2 EQUIPMENT ON PROPOSED STEEL PLATFORM C1 -- -- -- -- -- TA08025-8604 5G C2 DISH Wireless L.L.C. C2 PROPOSED COMMSCOPE — FW-658—R3 SG 280' 66'-0" SHARED W/ALPHA TA08025—B605 5G C2 SHARED PROJECT INFORMATION I I W/ALPHA NYNYCO2243B I 03 -- -- -- -- -- -- -- -- 23300 MAIN ROAD I r — — NOTES ORIENT, NY 11957 EXISTING 1. CONTRACTOR TO REFER TO FINAL CONSTRUCTION RFDS FOR ALL RF DETAILS. SHEET TITLE TOWER ELEVATION, ANTENNA BOTTOM EL. 0 6"AGL 2. ANTENNA AND RRH MODELS MAY CHANGE DUE TO EQUIPMENT AVAILABILITY. ALL _ EQUIPMENT CHANGES MUST BE APPROVED AND REMAIN IN COMPLIANCE WITH LAYOUT AND SCHEDULE ;Y,i \�\�i /� \/\ /\ \\\\� //\���� \\\ \� \�\\i\i`����,`j\\ \\�\'i\\% THE PROPOSED DESIGN AND STRUCTURAL ANALYSES. i.� �\ SHEET NUMBER \i\/ �/\/:'\/\ ��\j` %\;i y�/� �/���.,�\j -2 PROPOSED NORTH ELEVATION a' a' o B' 1s' "1 ANTENNA SCHEDULE NO SCALE 3 NOTES 1. CONTRACTOR TO BURY PLATFORM FEET WITH A MINIMUM OF 2" • OF FILL PER EXISTING SITE SURFACE � 2. WEED BARRIER FABRIC TO BE ADDED AT DISCRETION OF DISH Wireless L.L.C. CONSTRUCTION MANAGER AT TIME OF CONSTRUCTION. ONE SHEET 8'x8' INSTALLED UNDER ALL FOUR d .sh_ FEET OF THE PLATFORM (4 MIL BLACK PLASTIC) • 3. EQUIPMENT CABINET OMITTED FOR CLARITY. wnre�e 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 RESERVED SPACE FOR FIBER NID, IF RESERVED REQUIRED FOR FIBER GPS UNIT NID, IF GPS UNIT REQUIRED — — — 200AMP METER H-FRAME t� o�PRE��MIAL W�� 7-0� H-FRAME 20CKE7 PROPOSED DISH Wireless L.L.C. PROPOSED DISH WOBURN,MA oleos TWIN DIPLEXERS (TYP. OF 6) Wireless L.L.C. RIGID METAL u u POWER 2'-1" 1'-2" 2'-8' ------------ PROTECTIVE CONDUIT �- -� r - O CABINET B+T GRP ® e o o MSA..OI(T<119 PROPOSED DISH Wireless L.L.C. - — _ q p� gBOWm sul GENERATOR PLUG PROPOSED DISH a qQ p FH:(910)58]ifi30 PROPOSED DISH Wireless L.L.C. V!/ GPS UNIT II I I ® RWi Wireless OF o II I I o DRAWN BY: CHECKED BY:APPROVED BY: PROPOSED DISH Wireless L.L.C. \ I PROPOSED POWER PROTECTIVE CABINET DISH I= (STACKED) SM CDW OAS II PROPOSED DISH II m i Wireless c PROPOSED DISH Wireless L.L.C. Wireless L.L.C. CABINET I .L.L.C. POWER ____---- ° ° o ° RFDS REV 1.0 H-FRAME • \\ II � II a PROTECTIVE I #' CABINET I j C----------- If�RESERVED�1 L__________J CONSTRUCTION PROPOSED DISH Wireless L.L.C. - o I I SPACE II SAFETY SWITCH. SPACE PROPOSED DISH Wireless I I N III FOR RESERVED FOR ADDITIONAL i - L.L.C. TWIN DIPLEXERS ;� III ADDITIONAL II r DISCONNECT IF REQUIRED. �I* _ -(TYP OF (6) STACKED) III DISCONNECT III II mn nmd� SUBMITTALS PROPOSED DISH Wireless L.L.C. IV SAFETY IIREV DATE DESCRIPTION O O I SWITCH. 200AMP METER SOCKET ; IIIF REOUIRED.IJ• A 12/10/21 ISSUED FOR REVIEW PROPOSED DISH Wireless L.L.C. PROPOSED DISH Wireless I TELCO FIBER ENCLOSURE I- o --� ENCLOSURE L PROPOSED DISH Wireless L.L.C. F { I`-`I7 _ RESERVED FIBER NID, IF REQUIRED o I SPACE FOR I;: - _ rel Ir ADDITIONAL PROPOSED DISH Wireless L.L.C. b NSION II I EQUIPMENT PLATFORM II EQUIPMENT PLATFORM ® ------ r--Q' - - in T I II DISCONNECT ALL SAFETY SWITCH. 0 0000000 a oe ee eo o e o 00 00 oe IF REQUIRED. 2'-5" 3" ol 1'-6" 3" i0 GROUND \ I I L PROPOSED DISH Wireless I BUSS BAR L� LTJ L.L.C. RR H (TYP OF (6) 4 MIL WEED BARRIER (TYP) STACKED) - EQUIPMENT PLATFORM 0 Of NEW �O EXISTING SUBGRADE � � CO 4 MIL WEED BARRIER (TYP) EQUIPMENT PLATFORM FOOTPAD (TYP) Q� EQUIPMENT PLATFORM FOOTPAD (TYP) n z 1pgg86 ��� PLATFORM EQUIPMENT PLAN NO SCALE H—FRAME EQUIPMENT ELEVATION NO SCALE 2 pYOFE S10�1'� 2/22/22 NOTE: COMMSCOPE MTC4045LP COMMSCOPE MTC4045HFLD OR DISH Wireless L.L.C. 5X7 PLATFORM PLAN H—FRAME APPROVED EQUIVALENT PDS ENGINEERING D.P.C. DIMENSIONS (HXW%D) 16"x84"x6O" SIDE - 5' LENGTH BAR UNISTRUT/SUPPORT RAILS QTY 5 60" CERT. #: 0103685 T GRATINGExpires 71/30/23 TOTAL WEIGHT 423 LBS - , _ i - x WEIGHT 59.74 lbs 50" OF LAW FOR ANY RSON,6 UNLESS THEY ARE NACTING UNDER THE DIRECTION r ` T OF A LICENSED PROFESSIONAL ENGINEER, NOTE: i _ ;-_ EQUIPMENT '� PIPE CAP TO ALTER THIS DOCUMENT. _ EQUIPMENT —El 10 PLATFORM TO BE WITHIN 1' OF t--} - E -- ' _ PLATFORM PLATFORM LEVEL ' ;— 1 - S J i_ FOOTPAD (TYP) FOOTPAD o_ A&E PROJECT NUMBER (NP) WELDMENT PIPE 373337-13738829_D2 BAR GRATING CHANNEL (TYP) DISH Wireless L.L.C. PROJECT INFORMATION SIDE - 7' LENGTH BAR SUPPORT RAIL NYNYCO2243B GRATING 0 _ 23300 MAIN ROAD r 1 y-- - Lz ��r _� , �_ _ � � � � ORIENT, NY 11957 GALV. U-BOLTS EQUIPMENT SHEET TITLE PLATFORM EQUIPMENT PLATFORM FOOTPAD 6'-0" (TYP) AND H—FRAME DETAILS 7'-0" 72" BASE PLATE SHEET NUMBER r SIDE FRONT w _A PLATFORM DETAIL NO SCALE 3 H—FRAME DETAIL NO SCALE 4 H 3 r ENERSYS HEX RAYCAP PPC SQUARE D SAFETY SWITCHES 2000005996 RDIAC-2465—P-240—MTS D224NRB DIMENSIONS (HxWxD) ENCLOSURE DIMENSIONS (HxWxD): 39"x22.855'.12.593 ( ) 73"x30"x32" ( ) ENCLOSURE DIM (HxWxD) 29.25"x19.00"x8.50" POWER SYSTEM —48V ALPHA/600A WEIGHT: 80 IDs ENCLOSURE TYPE NEMA 3R RAINPROOF d.sh HEATER 80DW OPERATING AC VOLTAGE 240/120 1 PHASE 3W+G TOP UL LISTED FILE E-2875 LP o wireless- TOTAL WEIGHT (EMPTY) 376 lbs PLAN 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 O O e O 00 O 0 wa10�e�cwrl��rr u�1 PRESIDENTIAL 0 WAY O WOSURN MA 01807 O 9UITE 3W °o B+T GRP]5.B 0 111OULDER 0 0 0 TULSA,OK74119 PH:(9181 W74890 O 0 0 0 0 wvx,.M9Pcwn O O.O O BACK SIDE FRONT SIDE DRAWN BY: CHECKED BY:APPROVED BY: BACK SIDE FRONT SIDE FRONT SM COW DAS CABINET DETAIL NO SCALE POWER PROTECTION CABINET (PPC) DETAIL NO SCALE 2 SAFETY SWITCH DETAIL NO SCALE 3 RFDS REV #: 1.0 CONSTRUCTION EATON METER SOCKET CHARLES CFIT—PF202ODSH1 DOCUMENTS UNRRS2130EUSE FIBER TELCO ENCLOSURE METER SOCKET TYPE RING SUBMITTALS ENCLOSURE DIM (HxWxD) 16"x12"x 6" ENCLOSURE DIMS (HxWxD) 20"x20"x9" REV DATE DESCRIPTION ENCLOSURE WEIGHT 20 lbs A 12/10/21 ISSUED FOR REVIEW MAIN AMPERE RATING 200A 0:1 WEIGHT 18 LBS PLAN MOUNTING WALL o 2/22/22 ISSUED FOR CONSTRUCTION COMPLIANCE TYPE 4 FRONT O O O O O D O Q 0 0 0 0 OV NEW co U00 I O ® cn w o 0 2 SIDE BACK FRONT SIDE BACK FRONT - 103 61a"7 METER SOCKET DETAIL NO SCALE 4 NOT USED NO SCALE 5 FIBER TELCO ENCLOSURE DETAIL NO SCALE LIS p'40FESS1 2/2 z/zz/zz COMMSCOPE WB—K110—B INCLUDED WB—T12-3 TRAPEZE KIT, WAVEGUIDE BRIDGE KIT PRODUCTS: 3 RUNGS WB—LB12-3 SUPPORT BRACKET POS ENGINEERING D.P.C. DIMENSIONS (HxL) 160"x10' PROPOSED CERT. #: 0103685 MF-130DIRECT BURIAL PIPE FINISH SLOPE ICE BRIDGE Expires 11/30/23 WEIGHT/ VOLUME 325.0 LBS COLUMN, 13'-4" TO DRAIN DTY IT IS A VIOLATION OF LAW FOR ANY PERSON, CABLE RUN ( ) 12 / PROPOSED UNLESS THEY ARE ACTING UNDER THE DIRECTION \�. "' HYBRID CABLE OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SUPPORT BRACKET \' (WB-LB12-3) A-A PROPOSED L A-A _ L A&E PROJECT NUMBER TRAPEZE KIT CABLE CLAMP 373337-13738829_D2 (WB—T72-3) io ® 3'-0" O.C. 3' DIA SCH 40 PIPE EXISTING SELF SUPPORT BRACKET PROPOSED 3.5" DIA. > SUPPORT TOWER iD DISH Wireless L.L.C. (WB—LB12-3) SCH 40 GALVANIZED E a PROJECT INFORMATION TRAPEZE KIT 18" DIA DRILLED NYNYCO2243B ) m (WB—T12-3) PROPOSED V-6" I> PIER FOUNDATION 23300 MAIN ROAD DIA. CONCRETE p PER (TYP) - ORIENT, NY 11957 A—A SECTION SHEET TITLE 3.5" DIA GALV SCH 40 PIPE (SPACED 3.5" DIA GALV SCH 4D EQUIPMENT DETAILS 9'—D" MAX) PIPE (SPACED 9'-0" Lt (MF-130) MAX) (MF-130)Li CONCRETE PIER SHEET NUMBER PLAN FRONT SIDE _4 ICE BRIDGE DETAIL NO SCALE 1 7 j TYPICAL ICE BRIDGE CONCRETE PIER DETAIL NO SCALE $ HYBRID CABLE RUN NO SCALE 9 I PCTEL 1.75"m GPSGL-TMG-SPI-40NCB 1.60"m MINIMUM OF 75% OR v DIMENSIONS (DIAxH) MM/INCH 81x184mm O 270' IN ANY DIRECTION 3x7.25" 07 d.* sh WEIGHT W/ACCESSORIES 075 lbs GPS CONNECTOR N—FEMALE TOP FREQUENCY RANGE 1590 t 30MHz BFNp Miy 6eNa¢"�iy 5701 SOUTH SANTA FE DRIVE RgpLS Rgp�LS LITLETON, CO 80120 CUI2PSM6P4XXXCUI2PSM9P6XXX GPS UNIT OBSTRUCTIONS MUST (4 AWG CONDUCTORS) (6 AWG CONDUCTORS) BE BELOW 10' 1.41"0 NR 10 WOBURNA 0 WAY URN,MMA 01801 O O o B+T GRP O171]5.BOULDER O�„ O O AFN Mi x(91e°.7SUITE=I — O O Rq0 vnw.btem.ca� SUS ACKSIDE CUI2PSM9PBXXX DRAWN BY: CHECKED BY:APPROVED BY: (8 AWG CONDUCTORS) SM CDW DAS GPS DETAIL NO SCALE GPS MINIMUM SKY VIEW REQUIREMENTS NO SCALE 2 CABLES UNLIMITED HYBRID CABLE NO SCALE 3 RFDS REV #: 1.0 MINIMUM BEND RADIUSES CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 12/10/21 ISSUED FOR REVIEW 0 2/22/22 ISSUED FOR CONSTRUCTION of NEW CIO Q y r 2 NOT USED NO SCALE NOT USED NO SCALE 6 pR�FESS10�'P~ 4 5 NOT USED NO SCALE 2122/22 PDS ENGINEERING O.P.C. CERT. #: 0103685 Expires 11/30/23 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. A&E PROJECT NUMBER 373337-13738829_D2 DISH Wireless L.L.C. PROJECT INFORMATION NYNYCO2243B 23300 MAIN ROAD ORIENT, NY 11957 SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER A-5 NOT USED NO SCALE 7 j NOT USED NO SCALE $ NOT USED NO SCALE Q I FUJITSU DUAL BAND FUJITSU TRIPLE BAND SABRE DOUBLE Z-BRACKET • TA08025-B604 TA08025-6605 G10123155 r DIMENSIONS (HxWxD) 14.9"05.7"x7.8" - DIMENSIONS (HxWxD) 14.9"x15.7%9" DIMENSIONS (HxWxD) (1 BRACKET) 5"x20'k1-13/16" WEIGHT 63.9 lbs WEIGHT 74.95 lbs WEIGHT (FULL ASSEMBLY) 35.79 lbs dwsh CONNECTOR TYPE 4.3-10 RF CONNECTOR TYPE 4.3-10 RF PACKAGE QUANTITY 4 ®® ® `epi cam► CONNECTOR CONNECTOR ® fireless- POWER SUPPLY PLAN POWER SUPPLY DC -58--36V PLAN �® ®m®� 0 � ® � 5701 SOUTH SANTA FE DRIVE # DESCRIPTION 2 ®®0 ®® ®�® LITTLETON, CO 80120 1 PLATE, CHANNEL BRACKET ®®® ®m ®5 2 RRH Z BRACKET, 3/16" 4 3 1 THREADED ROD ASSEMBLY 1 2x12 �5 Q ® ® 0 PRESI MA 01801 EMIAL WAA�l 1 B+T GRP 1,11111111111 1 1111111111111.1O O O O O O O O O O O O O O ®® ®® 1717 S.BW 9UITE300 LDER Li TUL$A.OK 74119 ®0 ®0 PH:(918)50'1-0630 w.w,.M9T.wm BACK SIDE FRONT BACK SIDE FRONT NOTE: OR DISH Wireless L.L.C. DRAWN BY: CHECKED BY:APPROVED BY: APPROVED EQUIVALENT SM CDW OAS RRH DETAIL NO SCALE RRH DETAIL NO SCALE 2 RRH MOUNT DETAIL NO SCALE 3 RFDS REV #: 1.0 CONSTRUCTION COMMSCOPE JMA ANTENNA MOUNT BRACKET MOUNTING PIPE DOCUMENTS FVV-65B-R3 ANTENNA #91900318 SUBMITTALS DIMENSIONS (HxWxD) 72.0"x11.8"x7.1 TOTAL WEIGHT (WITH BRACKETS) 18 lbs (8.18 Kg) REV DATE DESCRIPTION TOTAL WEIGHT 43.9 LB PLAN POLE DIAMETER RANGE 2.5" TO 4.5" A 12/10/21 ISSUED FOR REVIEW I PORTS, CONNECTOR TYPE 8 x 4.3-10 FEMALE 0 2/22/22 ISSUED FOR CONSTRUCTION ANTENNA NOTE: BRACKET KIT X91900318: TOP AND BOTTOM BRACKETS TOP FOR 4-,6-, AND 8-FOOT ANTENNAS 1 MOUNTING ANTENNA BRACKET NOT PART OF KIT BRACKET OF NEw y0 ANTENNA 00 CID NOTE: BRACKET r W OR DISH Wireless L.L.C. CENTER !V e o APPROVED EQUIVALENT MOUNTING BACK SIDE FRONT BRACKET 03 IRS ANTENNA DETAIL NO SCALE 4 NO SCALE 5 ANTENNA BRACKET DETAIL NO SCALE 6 FESSIONA� z/zz/zz RAYCAP RDIDC-9181-PF-48 RAYCAP STEALTH EEI TRIAD-FPS MOUNT DC SURGE PROTECTION (OVP) SMOOTH MULTI-PART DIMENSIONS (HxWxD) 2"x5.72"x.25" O O O PDS ENGINEERING O.P.C. DIMENSIONS (HxWxD) 18.98"x14.39"x8.15" RADOME OUTSIDE DIAMETERS 24"-60' DIA. CERT. )/: 0103685 WEIGHT t- �L 21.BZ LBS APPROX. MATERIAL THICKNESS 3/16" BULKHEAD WEIGHT: 5.5 LBS QTY: 6 Expires 11/30/23 SPECIFICATIONS: ROUND OR POLYGON POLES 3" FPS PLAN FPS FRONT IT IS A VIOLATION OF LAW FOR ANY PERSON, PLAN MAX. HEIGHT 12'-0" UNLESS THEY ARE ACTING UNDER THE DIRECTION t)� TO 7" DIA., 1/4" BRACKET ASSEMBLY OF A LICENSED ERPROFESSIONAL NENGINEER, CONNECTION BOLTS OR STRAPS TO T. A&E PROJECT NUMBER BOTTOM IM BOLT EEI TRIAD-AB MOUNT p 373337-13738829_D2 OI IDRADOZESTRAP CYLINDIMENSIONS (HxWxD) 2"x10"x.25" AS PLAN DISH Wireless L.L.C. RADOME/ PROJECT INFORMATION CYLINDER WEIGHT: 2 LBS QTY: 6 NYNYCO2243B SPECIFICATIONS: ANTENNA BRACKET, 1/4' HRPO 23300 MAIN ROAD GUSSET ASSEMBLY ORIENT, NY 11957 MAST (TYP)BOTTOM BOLT PLATE SHEET TITLE OO STRA ®� O O EEI TRIAD-ABWBOLT, EX NUT, EQUIPMENT DETAILS SHER & MASTASHER O OEEI TRIAD-FPS SHEET NUMBER THREADEDB4CK FRONT PLAN SOMETRICFPS/AB FRONT ROD (TYP) A-6 � C SURGE SUPPRESSION DETAIL (OVP) NO SCALE 7 RADOME CANISTER DETAIL NO SCALE 8 MAST MOUNT DETAIL NO SCALE 9 A_v I , NOTES DC POWER WIRING SHALL BE COLOR CODED AT EACH END FOR IDENTIFYING +24V AND —48V CONDUCTORS. RED MARKINGS SHALL IDENTIFY +24V AND BLUE MARKINGS SHALL IDENTIFY —48V. • 1. THE EASEMENT RIGHTS FOR THIS SITE DO NOT INCLUDE A SPECIFIED AREA FOR THE LOCATION OF UTILITIES. CONSTRUCTION CONTRACTOR MUST FIELD VERIFY THE APPROPRIATENESS OF ALL PROPOSED UTILITY ROUTES 2. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. 1. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING A BID. ANY QUESTIONS ARISING DURING THE BID d sh 3. GC TO REFER TO FINAL UTILITY COORDINATION DOCUMENT FOR ALL MEET ME POINTS AND PERIOD IN REGARDS TO THE CONTRACTOR'S FUNCTIONS, THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS ROUTING DETAILS. PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE wireless,. CONTRACT HAS BEEN AWARDED. 5701 SOUTH SANTA FE DRIVE 2. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL STATE AND LITTLETON, CO 80120 LOCAL CODES, LAWS, AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS REQUIRED TO MEET NEC STANDARDS. 3. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO CONSTRUCTION. 4. CONDUIT ROUGH—IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS. VERIFY WITH THE MECHANICAL EQUIPMENT CONTRACTOR AND COMPLY AS REQUIRED. A�l�fCBR� 10 PRESIDENTIAL WAY ' WOBURN,MA 01801 5. CONTRACTOR SHALL PROVIDE ALL BREAKERS, CONDUITS AND CIRCUITS AS REQUIRED FOR A COMPLETE SYSTEM. 6. CONTRACTOR SHALL PROVIDE PULL BOXES AND JUNCTION BOXES AS REQUIRED BY THE NEC ARTICLE 314. fB+T GRP 171]&BOULDER 7. CONTRACTOR SHALL PROVIDE ALL STRAIN RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES. INSTALLATION SHALL BE IN SUITE 3130 TULBA,OK]4 ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. RH:1919>se]sw13 EXISTING mw.ciem.mm BUILDING 8. ALL DISCONNECTS AND CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES INDICATING DRAWN BY: CHECKED BY:APPROVED BY: EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM. 9. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC 250. THE EQUIPMENT SM CDW DAS GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULL BOXES, AND ALL DISCONNECT SWITCHES, AND RFDS REV #: 1.0 EQUIPMENT CABINETS. 10.ALL NEW MATERIAL SHALL HAVE A U.L. LABEL. CONSTRUCTION EXISTING FIRE DEPT. SELF SUPPORT TOWER — 9-O 11.PANEL SCHEDULE LOADING AND CIRCUIT ARRANGEMENTS REFLECT POST-CONSTRUCTION EQUIPMENT. DOCUMENTS + o O 12. CONTRACTOR SHALL BE RESPONSIBLE FOR AS-BUILT PANEL SCHEDULE AND SITE DRAWINGS. SUBMITTALS 1 •. •__1_ I 13.ALL TRENCHES IN COMPOUND TO BE HAND DUG REV DATE DESCRIPTION A 12/10/21 ISSUED FOR REVIEW C\ 0 2/22/22 ISSUED FOR CONSTRUCTION + EXISTING EQUIPMENT SHELTER ELECTRICAL NOTES NO SCALE 2 EXISTING i — CONCRETE PAD ! OF NEW 0 coo O O O EXISTING 4'— WIDE CHAIN—LINK GAA TE r n % x _ EXISTING ICE BRIDGE (TYP) 1030b y EXISTING ' f9Q CONCRETE PAD (TYP) - • ----------------------� i ^, 30,_9„ N ZZ�ZZ 1JQ1 EXISTING EXISTING CONCEALMENT 1 1 H—FRAME (TMP) MONOPOLE ; ; APPROXIMATE 1 ACCESS EASEMENT SEE ENLARGED SITE PLAN PDS ENGINEERING D.P.C. O O �,•( _ 1 CERT. /j: 0103685 n O O 1 Expires 11/30/23 IT IS A VIOLATION OF LAWAW FOR FOR ANY PERSON, N 1 3•-7•• PROPOSED METER UNLESS THEY ARE ACTING UNDER THE DIRECTION 1 Ix SITE LOCATION OF A LICENSED PROFESSIONAL ENGINEER, x TO ALTER THIS DOCUMENT. .: - ... .. ------------------- FIBER ,� -o PROPOSED, .•1._ .o HANOHOLE A&E PROJECT NUMBER O % x PROPOSED UNDERGROUND 373337-13738829_D2 ^ POWER CONDUIT O EXISTING (LENGTH: 5,_0,.) x T TRAMSFORMER v DISH Wireless L.L.C. .� PROJECT INFORMATION EXISTING PROPOSED UNDERGROUND NYNYCO2243B r` EQUIPMENTPOWER CONDUIT 23300 MAIN ROAD ` CONCRETE PAD B_3 (LENGTH: 10'-0") X' ORIENT, NY 11957 SHEET TITLE X x x 3 zL=1 ELECTRICAL/FIBER ROUTE x x x EXISTING 12'-0" WIDE X11 �— PAN AND NOTES CHAIN-LINK GATE .+. / + THE EASEMENT RIGHTS FOR THIS SITE ARE BLANKET EASEMENT RIGHTS TO THE PREMISES AND THEREFORE DOES H (TMP) NOT INCLUDE A SPECIFIED AREA FOR THE LOCATION OF UTILITIES. CONSTRUCTION CONTRACTOR MUST FIELD VERIFY SHEET NUMBER THE APPROPRIATENESS OF ALL PROPOSED UTILITY ROUTES. 6' 4' 2' Q 5' 10, E-1 UTILITY ROUTE PLAN AERIAL VIEW NO SCALE 3 CARLON EXPANSION FITTINGS SEE TRENCHING NOTE 1 DISH Wireless L.L.C. FIBER • DISH Wireless LL.C. DISTRIBUTION PANEL COUPLING END MALE TERMINAL STD PROVIDES 12AWG 0 Q Q ADAPTER END SIZE CTN TRAVEL VARIES PER BACKFILL PER SITE WIRE (6' TAIL) PART# PART# OT• LENGTH PART NUMBER TRENCHING NOTES WORK SPECIFICATIONS PROPOSED DISH Wireless L.L.C. E945D E945DX 1/2" 20 4" 1. CONTRACTOR SHALL RESTORE THE (SEE GENERAL NOTES) TELCO FIBER ENCLOSURE TRENCH TO ITS ORIGINAL SLOPE TO SUR SOIL sh E945E E945EX 3/4" 15 4" SLIP JOINT CONDITIONS BY EITHER SEEDING CONDITION IN ACCORDANCE • (SEE CHART FOR OR SODDING GRASS AREAS, OR WITH LOCAL REGULATIONS ��'essn E945F E945FX 1" 10 4'• r1 PART NUMBER) REPLACING ASPHALT OR CONCRETE SEE TRENCHING NOTE 2 PROPOSED DISH Wireless AREAS TO ITS ORIGINAL CROSS / L.L.C. UNISTRUT E945C E945GX 1 1/4' 5 4" SECTION. 5701 SOUTH , CO FE DRIVE / �� [ffl LITTLETON, CO 80120 �\ ��� DISH Wireless L.L.C. FIBER o I 2. TRENCHING SAFETY; INCLUDING, 3 JUMPER TO CABINET WILL E945H E945HX 1 1/2" 5 4" .I I o NEED TO BE TERMINATED BY r' I BUT NOT LIMITED TO SOIL �j /�/ mw Y w FIBER PROVIDER ON OTHER E945J E945JX 2" 15 8" I I CLASSIFICATION, SLOPING, AND \ 3 w PROPOSED DISH SIDE OF BULKHEAD/LC TO LC I I SHORING, SHALL BE GOVERNED z / 1p vi x Wireless L.L.C. CONNECTOR WHERE CIRCUIT E945K E945KX 2 1/2" 10 8" I I BY THE CURRENT OSHA w = /\ Of::1 10 AMP DISTRIBUTION IS TERMINATED. E945E E945EX 3" 10 8" I I TRENCHING AND EXCAVATION z \/� /j N BREAKERIICANTOIR�R7 SAFETY STANDARDS. w o I _ n o 10 BURN.MA 0 WAV WDRURN MA 01801 Z / ¢ E945M E945MX 3 1/2" 5 8" 3. ALL CONDUITS SHALL BE w , w N w JFPROPOSED FIBER PROVIDER INSTALLED IN COMPLIANCE WITH > / FIBER LATERAL FROM RIGHT E945N E945NX 4" 5 8" PROPOSED DISH Wireless L.L.C. B+T GRP THE CURRENT NATIONAL �� �/� /. / OF WAY TO STREET, 1717 S.BOULDER UTILITY WARNING TAPE 12 AWG WIRE E945P E945PX 5' 1 8" ELECTRIC CODE (NEC) OR AS PROPOSED DISH Wireless L.L.C. TERMINATED TO FDP jp TULSA,OUITk Tox Tans NOTE: REQUIRED BY THE LOCAL SAND BEDDING PER SITE 1-1/2" POWER FROM CABINET PROPOSED DISH Wireless L.L.C. PH:(91 seT<sw E945R E945RX 6" 1 8" CONTRACTOR TO INSTALL EXPANSION FITTING JURISDICTION, WHICHEVER IS 1-1 2" FIBER TO CABINET SLIP JOINT AT METER CENTER CONDUIT WORK SPECIFICATIONS / THE MOST STRINGENT. DISH Wireless LL.C. INSTALLS TERMINATION, AS PER LOCAL UTILITY POLICY, 1-1/2" CONDUITS FOR POWER PROPOSED DISH Wireless L.L.C. DRAWN BY: CHECKED BY:APPROVED BY: ORDINANCE AND/OR SPECIFIED REQUIREMENT. AND FIBER TO CABINET 2" CONDUIT FROM COMMERCIAL FIBER VAULT SM COW DAS EXPANSION JOINT DETAIL NO SCALE TYPICAL UNDERGROUND TRENCH DETAIL NO SCALE 2 DARK TELCO BOX - INTERIOR WIRING LAYOUT NO SCALE 3 RFDS REV 1.0 CONSTRUCTION DOCUMENTS NOTE: FIBER PROVIDER SUBMITTALS PROPOSED FIBER WILL NEED TO PROVIDE AN NID, IF REQUIRED ADDITIONAL 5FT UNISTRUT, REV DATE DESCRIPTION PROPOSED DISH Wireless L.L.C. 2 U—BOLTS WITH 4 NUTS, UNISTRUT IN THE EVENT THE a 12/10/21 ISSUED FIX2 REVIEW BRACKET SPACING DOESN'T D 2/22/22 ISSUED FOR CONSTRUCTION LINE UP WITH CURRENT SPACING BELOW PROPOSED FIBER PROVIDER IN IN OUT 1-1/4" FLEX CONDUITS FIBER PROVIDER TO TERMINATE FIBER PROVIDER TO PUNCH TOP OF POWER TO FIBER PROVIDER NID TELCO BOX OF NO ENCLOSURE AND PROPOSED DISH Wireless L.L.C. INSTALL 1-1/4" LIQUID TIGHT 12 AWG WIRE (6' TAIL) CONNECTORS, UL LISTED, NYLON MATERIAL, WITH O—RING GASKET FIBER PROVIDER TO INSTALL PROPOSED DISH Wireless L.L.G. 1-1/4" FLEX CONDUITS BETWEEN ` of NEW FDP TELCO BOX & NID 10 AMP DISTRIBUTION BREAKER PROPOSED DISH Wireless L.L.C. PROPOSED DISH Wireless L.L.C. TELCO FIBER ENCLOSURE 12 AWG WIRE PROPOSED DISH Wireless L.L.C. co 1-1/2" FIBER TO CABINET IN m B IT I (— PROPOSED DISH Wireless L.L.C. 17,P PROPOSED DISH Wireless L.L.C. 1-1/2" POWER FROM CABINET 2" CONDUIT FROM COMMERCIAL FIBER VAULT x03685 �a� LIT TELCO BOX - INTERIOR WIRING LAYOUT (OPTIONAL NO SCALE 4 NOT USED NO SCALE 5 NOT USED NO SCALE 6 ARQFESStiONA\. z/zz/zz POS ENGINEERING O.P.C. CERT. #: 010685 Expires 11/30/23 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. A&E PROJECT NUMBER 373337-13738829_D2 DISH Wireless L.L.C. PROJECT INFORMATION NYNYCO2243B 23300 MAIN ROAD ORIENT, NY 11957 SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E-2 NOT USED NO SCALE 7 NOT USED NO SCALE NOT USED NO SCALE Q r/ 1Ai11'��@S� d.sh PROPOSED POWER PROTECTIVE CABINET ENERSYS NETWORK CABINET 5701 SOUTH SANTA FE DRIVE UTILITY SERVICE ENTRANCE 120/24OV, 1 PH, SERVICE RATED, LITTLETON, CO 80120 120/240 VAC 1PH OVERALL UL LISTED POWER CENTER, N3R. 65K/10K AIC (3) 3/0 WITH #6GROUND BACKUP IN 3" SCH 400 CONDUIT MAIN BREAKER WITH GENERATOR 200A 200A INTERLOCKED GENERATOR CAMLOCK FEED, 200A 65K AIC (3) PROPOSED CONTRACTOR TO REFER TO GEN PLUG 3/4' EMT CONDUITS FINAL UTILITY DESIGN DETAILS N1 IAL WAY SURGE SUPPRESSIO WOBURN MA 01801 EXISTING 12D/24OV, 103W, UTILITY COMPANY DEVICE IDOKA SAD/MOV 5OkVA TRANSFORMER GFCI O1 02 T GRP 15A 03 04 40A PROPOSED 2 #8, 1 #10 CU GND. FOR RECTIFIERS 1 & 2 B+ NEW WIRE AND CONDUIT PER UTILITY 1717 S.BOULDER COMPANY REQUIREMENTS 20A 05 06 suln3m IULSA,OKN— SPACE 07 OB 40A PROPOSED 2 8, 1 10 CU GND. FOR RECTIFIERS 3 & 4 PH:(91))71 SPACE M 09 10 DRAWN BY: CHECKED BY:APPROVED BY: SPACE ppq PROPOSED 2 #8. 1 #10 CU GND. 11 12 FOR RECTIFIER 5 SPACE SM CDW DAS 13 14 SPACE 15 16 SPACE RFDS REV #: 1.0 SPACE SPACE NEW 200A, 120/24OV, 10W, SERVICE RATED, SPACE 17 18 SPACE FUSIBLE DISCONNECT (NEMA 3R). CONSTRUCTION 19 20 (1) PROPOSED #4 CU (GROUNDING 200 (SQUARE D MODEL ND. 0224NRB / OR SPACE 21 22 SPACE 1/2" EMT CONDUIT DOCUMENTS EQUIVALENT). VERIFY COMPATIBILITY WITH ELECTRODE CONDUCTOR) LOCAL UTILITY COMPANY. LOCATION OF MAIN SPACE 23 24 SPACE SUBMITTALS BONDING JUMPER. SPACE SPACE REV DATE DESCRIPTION PROPOSED 2 #10, 1 #10 CU GND, IIIFOR CONVENIENCE OUTLET A 12/10/21 ISSUED FOR REVIEW j 0 2/22/22 ISSUED FOR CONSTRUCTION T NOTE: J BRANCH CIRCUIT WIRING SUPPLYING RECTIFIERS ARE TO BE RATED UL1015, 105C, 600V, AND PVC INSULATED, IN THE SIZES SHOWN IN THE ONE—LINE DIAGRAM. CONTRACTOR MAY SUBSTITUTE UL1015 WIRE FOR THWN-2 FOR CONVENIENCE OUTLET BRANCH CIRCUIT. GROUNDING ELECTRODE SHALL BE (2) 5/8"0 X 10' LONG GROUND ROD BREAKERS REQUIRED: SPACED MINIMUM 5'APART (2) 0A, 2P BREAKER — SQUARE D P/N:00240 2 (1) 20A, 2P BREAKER — SQUARE D P/N:00220 (1) 20A, 1P BREAKER — SQUARE D P/N:00120 (1) 15A, 1P BREAKER — SQUARE D P/N:QO115 C)f NET/ �Q���Ft Sryj�y0 PPC ONE—LINE DIAGRAM NO SCALE co Q� st rn y0368y �a� p'9aFE5S10NA\ 2-/22/2-2- PROPOSED ENERSYS PANEL SCHEDULE VOLT AMPS VOLTAMPS PDS ENGINEERING D.P.C. c c CERT. : 0103685 LOAD SERVED (WATTS) TRIP # PHASE W TRIP (WATTS) LOAD SERVED Expires 11/30/23 L1 L2 L1 L2 PPC GFCI OUTLET 180 r. 15A 1 A 2 3840 :.-C.ENERSYS ALPHA CORDER ENERSYS GFCI OUTLET "_' �` 180 20A 3 B 4 40A 3840 RECTIFIERS 1 & 2 UIT IS A VIOLATION OF LAW FOR ANY PERSON, NLESS THEY ARE ACTING UNDER THE DIRECTION —SPACE— 5 A 6 3840 �Ct i" ENERSYS ALPHA CORDEX OF A LICENSED PROFESSIONAL ENGINEER, —SPACE— 7 B 8 40A 3840 RECTIFIER 3 & 4 TO ALTER T 1 DOCUMENT. —SPACE #;7 9 A 10 1920 S= ENERSYS ALPHA CORDER —SPACE - 11 B 12 zoA =•f17 1920 RECTIFIER 5 A&E PROJECT NUMBER —SPACE— 13 A 14 --PACE- -SPACE— =1 15 B 16 _ —SPACE— 373337-13738829_D2 —SPACE— 17 A 18 —SPACE- -SPACE— _ 19 B 20 —SPACE— DISH Wireless L.L.C. —SPACE— 21 A 22 —SPACE— PROJECT INFORMATION —SPACE— 23 B 24 —SPACE— VOLTAGE AMPS 1 180 1 180 9500 9500 N Y NYC0 2 2 43 B 200A MCB, 1¢, 24 SPACE, 120/240V L1 Lz 23300 MAIN ROAD MB RATING: 65,000 AIC 9680 9580 VOLTAGE AMPS 81 1 81 1 AMPS 81 IMAX AMPS ORIENT, NY 11957 102- 1 MAX 125 SHEET TITLE ELECTRICAL ONE—LINE AND PANEL SCHEDULE SHEET NUMBER E-3 PANEL SCHEDULE NO SCALE 2 NOT USED NO SCALE 3 TEST WELL PROPOSED BUSS EXOTHERMIC CONNECTIONT TEST GROUND ROD WITH BAR INSULATORS PROPOSED 4"x12"xi/4" TINNED • INSPECTION SLEEVE COPPER GROUND BUSS BAR MECHANICAL CONNECTION T• — .— — — } — — _— -- #6 AWG STRANDED & INSULATED T � GROUND BUS BAR / — #2 AWG SOLID COPPER TINNED d Is h BOND PROPOSED EQUIPMENT O GROUND R00 PLATFORM TO PROPOSED GROUNDING BUSS BAR INSULATOR W, 1 5701 SOUTH SANTA FE DRIVE ELECTRODE SYSTEM (TYP OF (4)) BOND ICE BRIDGE O ) \\ I \ LITTLETON, CO 80120 \ � SUPPORT POSTS TO GROUND RING BOND(s) GROUNDING LEGEND (TYP ALL POSTS) BOND H-FRAME POST TO UNISTRUT (TYP) EXISTING TOWER GROUND 1. GROUNDING IS SHOWN DIAGRAMMATICALLY ONLY. RING (FIELD VERIFY) �j \ 2. CONTRACTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE SYSTEM. GROUNDING SHALL BE IN1� 0PRESIDENTIAL Wa / • -- •- I /� -� COMPLIANCE WITH NEC SECTION 250 AND DISH Wireless L.L.C. GROUNDING AND BONDING WOBURN MA 01801 REQUIREMENTS AND MANUFACTURER'S SPECIFICATIONS. RI AWG BURIED GROUND I / i r RING 30" BELOW GRADE 3. ALL GROUND CONDUCTORS SHALL BE COPPER; NO ALUMINUM CONDUCTORS SHALL BE USED. � 13-FT GRP 1717 S.BWLDER / I SUITE 300 TULSA,OK 70119 #2 TINNED SOLID IN 1/2" MIN. LIQUID ' TIGHT CONDUIT FROM 24" BELOW GRADE ® ®• 1I GROUNDING KEY NOTES DRAWN BY: CHECYAP : PROVED BY: "® ®., KED B TO WITHIN 3" TO 6" OF CAD—WELD TERMINATION POINT. EXPOSED END OF I I SM CDW DAS THE LIQUID TIGHT CONDUIT MUST BE ®_� 1 A EXTERIOR GROUND RING: #2 AWG SOLID COPPER, BURIED AT A DEPTH OF AT LEAST 30 INCHES BELOW ) GRADE, OR SEALED WITH SILICONE CAULK. TYP ( 6 INCHES BELOW THE FROST LINE AND APPROXIMATELY 24 INCHES FROM THE EXTERIOR WALL RFDS REV : 1.0 OR FOOTING. O70WER GROUND RING: THE GROUND RING SYSTEM SHALL BE INSTALLED AROUND AN ANTENNA TOWER'S LEGS. CONSTRUCTION AND/OR GUY ANCHORS. WHERE SEPARATE SYSTEMS HAVE BEEN PROVIDED FOR THE TOWER AND THE DOCUMENTS BUILDING, AT LEAST TWO BONDS SHALL BE MADE BETWEEN THE TOWER RING GROUND SYSTEM AND THE BUILDING RING GROUND SYSTEM USING MINIMUM #2 AWG SOLID COPPER CONDUCTORS. SUBMITTALS • I • INTERIOR GROUND RING: 2 AWG STRANDED GREEN INSULATED COPPER CONDUCTOR EXTENDED AROUND THE — •— — •— •— — — •--�• - C REV DATE DESCRIPTION EXISTING MONOPOLE TOWER O PERIMETER OF THE EQUIPMENT AREA. ALL NON-TELECOMMUNICATIONS RELATED METALLIC OBJECTS FOUND WITHIN A SITE SHALL BE GROUNDED TO THE INTERIOR GROUND RING WITH #6 AWG STRANDED GREEN A 12/10/21 ISSUED FOR REWEW BOND EQUIPMENT AS INSULATED CONDUCTOR. D 2/22/22 ISSUED FOR CONSTRUCTION REQUIRED BY MANUFACTURER PROPOSED EQUIPMENT GROUND RING TO EXISTING O BOND TO INTERIOR GROUND RING: #2 AWG SOLID TINNED COPPER WIRE PRIMARY BONDS SHALL BE TOWER GROUND RING (TYP OF (2) TOTAL) BUILDING.OFED AT LEAST AT FOUR POINTS ON THE INTERIOR GROUND RING, LOCATED AT THE CORNERS OF THE GROUND ROD: UL LISTED COPPER CLAD STEEL. MINIMUM 1/2" DIAMETER BY EIGHT FEET LONG. GROUND TYPICAL EQUIPMENT GROUNDING PLAN NO SCALE 1 O RODS SHALL BE INSTALLED WITH INSPECTION SLEEVES. GROUND RODS SHALL BE DRIVEN TO THE DEPTH OF GROUND RING CONDUCTOR. OCELL REFERENCE GROUND BAR: POINT OF GROUND REFERENCE FOR ALL COMMUNICATIONS EQUIPMENT FRAMES. ALL BONDS ARE MADE WITH #2 AWG UNLESS NOTED OTHERWISE STRANDED GREEN INSULATED c COPPER CONDUCTORS. BOND TO GROUND RING WITH (2) #2 SOLID TINNED COPPER CONDUCTORS. ! OF NEW OHATCH PLATE GROUND BAR: BOND TO THE INTERIOR GROUND RING WITH TWO #2 AWG STRANDED GREEN 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 co BULKHEAD (TYP) I USING (2) TWO #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTORS EACH.. EXISTING MAST PROPOSED O TOT GROUND RIN�AMGEWITH A #2 RT AWG SOLIDATINNEO CATED AT THE COPPER CONDUCTORSC WITH ANECELL EXOTHERITE BUILDING.MIC WELD AND OND - ANTENNA (TYP) INSPECTION SLEEVE. , ROUND MEMBER J O yon ADAPTER PROPOSED �I I TELCO GROUND BAR: BOND TO 807H CELL REFERENCE GROUND BAR AND EXTERIOR GROUND RING. rp STEALTH CANISTER I I fro sS�p�aA O FRAME BONDING: THE BONDING POINT FOR TELECOM EQUIPMENT FRAMES SHALL BE THE GROUND BUS THAT 3/8" HEX DR �0'Y//Yll�i�llYOlU1/BlIUOID I J IS NOT ISOLATED FROM THE EQUIPMENTS METAL FRAMEWORK. !/ EXISTING MAST FILLISTER BOLT LOCK WASHER O OF ETHER INTERIOR GROUND UNIT BONDS: T RING AL RREQUIRE AAI#65AWGDS STRANDED GREENDUAL INSULATED CLIC UNITS QOPPER BOND CATED WITH TTO THHE E 6"x2" GROUND FLAT WASHER INTERIOR GROUND RING. 0 BUS BAR I PDS ENGINEERING O.P.C. O FENCE AND GATE GROUNDING: METAL FENCES WITHIN 7 FEET OF THE EXTERIOR GROUND RING OR OBJECTS CERT. #: 0103685 6"x2" GROUND BONDED TO THE EXTERIOR GROUND RING SHALL BE BONDED TO THE GROUND RING WITH A #2 AWG SOLID Expires 11/3D/23 BUS BAR EXISTING MAST C I TINNED COPPER CONDUCTOR AT AN INTERVAL NOT EXCEEDING 25 FEET. BONDS SHALL BE MADE AT EACH R1\u\N111VA1\I\119\\UIW4111 ` ,{I: I GATE POST AND ACROSS GATE OPENINGS. IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ROUND MEMBER MO EXTERIOR UNIT BONDS: METALLIC OBJECTS, EXTERNAL TO OR MOUNTED TO THE BUILDING, SHALL BE BONDED TO ALTER THIS DOCUMENT. ADAPTER TO THE EXTERIOR GROUND RING. USING #2 TINNED SOLID COPPER WIRE STAINLESS STEEL A&E PROJECT NUMBER STAINLESS STEEL HOSE CLAMP I I #2 AWG STRANDED COPPER GREEN N ICE BRIDGE SUPPORTS: EACH ICE BRIDGE LEG SHALL BE BONDED TO THE GROUND RING WITH #2 AWG BARE HOSE CLAMP 6"x2' GROUND BUS BAR INSULATED (TYP) TINNED COPPER CONDUCTOR. PROVIDE EXOTHERMIC WELDS AT BOTH THE ICE BRIDGE LEG AND BURIED 373337-13738829_D2 (TOTAL OF 1) GROUND RING. DISH Wireless L.L.C. ODURING ALL DC POWER SYSTEM CHANGES INCLUDING DC SYSTEM CHANGE OUTS, RECTIFIER REPLACEMENTS PROJECT INFORMATION OR ADDITIONS, BREAKER DISTRIBUTION CHANGES, BATTERY ADDITIONS, BATTERY REPLACEMENTS AND NYNYCO2243B INSTALLATIONS OR CHANGES TO DC CONVERTER SYSTEMS IT SHALL BE REQUIRED THAT SERVICE CONTRACTORS VERIFY ALL DC POWER SYSTEMS ARE EQUIPPED WITH A MASTER DC SYSTEM RETURN GROUND 23300 MAIN ROAD ANTENNA GROUNDING CONDUCTOR FROM THE DC POWER SYSTEM COMMON RETURN BUS DIRECTLY CONNECTED TO THE CELL SITE BUSS BAR PLAN BUSS BAR ELEVATION REFERENCE GROUND BAR ORIENT, NY 11957 ELEVATION OTOWER TOP COLLECTOR BUSS BAR IS TO BE MECHANICALLY BONDED TO PROPOSED ANTENNA MOUNT. SHEET TITLE REFER TO DISH Wireless L.L.C. GROUNDING NOTES. GROUNDING PLAN AN D NOTES SHEET NUMBER G-1 TYPICAL ANTENNA GROUNDING DETAIL TNO SCALE 2 GROUNDING KEY NOTES NO SCALE 3 NOTES EQUIPMENT CABINET OMITTED FOR CLARITY • d.sh wirelessd 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 PROPOSED GPS UNIT PROPOSED 200AMP METER SOCKET PROPOSED RRH (TYP OF 6) H71O�� 10 PRESIDENTIAL WAY —� — ------------- WOBURN.MA 01801 I 8 O B+T GRP 1 I 1717S.3W LDER I SUITE 300 A,-71119 PROPOSED n II TULS )58_ II Pn )ssr<sao POWERas16 II w�w.mBm.�m PROTECTIVE o I II 1 CABINET DRAWN BY: CHECKED BY:APPROVED BY: -------- I p A —-- SM CDW DAS 1 I -------I ,+ z 12R�?�?° II / RFDS REV #: 1.0 1 / 11r-------I1 I 1 \ III SPACE FOR li CONSTRUCTION \ / I I I ADDITIONAL III If \ / IIIDISCONNECT 1114 1 I\ mn nm1 / DOCUMENTS \ III SAFETY ITCH. IF I ° / 11 #2 TINNED SOLID IN I UIRED I 1/2" MIN. LIQUID TIGHT 1 �\ El SUBMITTALS I Ltl.�SREI CONDUIT FROM 24" \ IBELOW GRADE TO WITHINREV DATE DESCRIPTION u3"TO 6" OF CAD—WELD \ I I A 12/10/21 ISSUED FOR REVIEW �' TERMINATION POINT. \ \ I I 0 2/22/22 ISSUED FOR CONSTRUCTION EXPOSED END OF THE \ \ Irl LIQUID TIGHT CONDUIT \ \ 1 I MUST BE SEALED WITH \ \ 1 I / o II I \ \ SILICONE CAULK. (TYP) '-5 \ \ / // `I° c \ \\ \ / / / \ L J oo All—i I I / \1 , _ I I I I of NES 1- +--♦- = - =-�7 - FRONT ELEVATION SIDE ELEVATION r � Cs NOT USED No SCALE H—FRAME GROUNDING DETAIL NO SCALE 4 FESBIO�A� 2/22122 NOTES #2 TINNED SOLID IN 3/4" MIN. LIQUID TIGHT CONDUIT FROM 24" BELOW GRADE CABLE GROUNDING NOT REQUIRED WHEN TO WITHIN 3" TO 6" OF CAD—WELD A PIPE ANTENNA IS LESS THAN 10' FROM CABINET PDS ENGINEERING D.P.C. TERMINATON POINT. EXPOSED END OF / CERT, #: 0103685 THE LIQUID TIGHT CONDUIT MUST BE / Expires 11/30/23 SEALED WITH SILICONE CAULK. // 'y`} R IS A VIOLATION OF LAW FOR ANY PERSON, GRADE PROPOSED GPS UNIT UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. �% '.i �i: �'\moi TO ALTER THIS DOCUMENT. /" / '•��,�., \�, I PROPOSED POST A&E PROJECT NUMBER #2 AWG GROUND ll CONDUCTOR TO GROUND I 373337-13738829_D2 • I PROPOSED GPS UNIT MOUNT OR APPROVED I PROPOSED PIPE CLAMPS DISH Wireless L.L.C. EQUIVALENT I PROJECT INFORMATION NYN \ 23300MAIN4ROAD CADWEL (NP) / I I GROUND RING O ORIENT, NY 11957 SHEET TITLE TIE INTO EXISTING GROUND RING ' U O O /� GROUNDING DETAILS 1/Z" COAX CABLE 8" 1 BASE CONNECTION PROPOSED GROUND RING MINIMUM BENDING RADIUS \ # 2 GROUND SHEET NUMBER PER CABLE MANUFACTURER'S \ SPECIFICATIONS -"TO GROUND G-2 TRANSITIONING GROUND DETAIL NO SCALE 5 TYPICAL GPS UNIT GROUNDING NO SCALE 6 OUTDOOR CABINET GROUNDING NO SCALE 7 EXTERNAL CLOSED BARREL, FOR ALL BLACK HEAT CONDUCTOR INSULATION TO EXTERNAL INSPECTION WINDOW IN CLEAR HEAT CONDUCTOR INSULATION TO • 1. EXOTHERMIC WELD (2) TWO, 2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUND TOOTHED EXTERIOR TWO-HOLE SHRINK UV BUTT UP AGAINST THE TOOTHED BARREL, REQUIRED FOR SHRINK BUTT UP AGAINST THE BAR. ROUTE CONDUCTORS TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC CONNECTORS RATED CONNECTOR BARREL ALL INTERIOR TWO-HOLE CONNECTOR BARREL WELD. CONNECTORS A A 3/8" DIA x1 1/2" 3/8" DIA xt 1/2" 2. ALL EXTERIOR GROUNDING HARDWARE SHALL BE STAINLESS STEEL 3/8" DIAMETER OR LARGER. sh 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 ANTI-OXIDANT COMPOUND 5701 SOUTH SANTA FE DRIVE BEFORE MATING. S/S LOCK S/S LOCK LITTLETON, CO 80120 WASHER WASHER 4. DO NOT INSTALL CABLE GROUNDING KIT AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR DOWN TO GROUNDING BUS. S/S FLAT fi�n/ 5/5 FLAT JJf�11 5. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND BAR AND BOLTED ON WASHER 11J WASHER THE BACK SIDE. --- ------- TINNED COPPER TINNED COPPER GROUNDING BAR GROUNDING BAR 6. ALL GROUNDING PARTS AND EQUIPMENT TO BE SUPPLIED AND INSTALLED BY CONTRACTOR. S/S FLAT --- ------- S/S FLAT --- ------- A�IICAM7ON� WASHER 11111 WASHER JJ�ff� 10 PRESIDENTIAL WAV 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUND BAR AS WORURN MA DteD1 REQUIRED. -_---- 8. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8" OF THE BARREL (NO SHINERS). S/S BOLT S/S BOLT B+T GRP (1 OF 2) (1 OF 2) 1]1]S.BOGR SUITE= TULSA,OK 74119 1/16" MINIMUM SPACING 1/16" MINIMUM SPACING Px vv�E19T'mom DRAWN BY: CHECKED BY:APPROVED BY: SM CDW DAS TYPICAL GROUNDING NOTES NO SCALE TYPICAL EXTERIOR TWO HOLE LUG NO SCALE 2 TYPICAL INTERIOR TWO HOLE LUG NO SCALE 3 RFDS REV #: 1.0 CONSTRUCTION DOCUMENTS SUBMITTALS NOTE: MINIMUM OF 3 THREADS S/S BOLT (TYP) REV DATE DESCRIPTION TO BE VISIBLE (TYP) S/S SPLIT WASHER (TYP) A 12/10/21 ISSUED FOR REVIEW S/S FLAT WASHER (TYP) O 2/22/22 ISSUED FOR LONSIRUGiION 2 HOLE LONG BARREL TINNED SOLD COPPER LUG (TYP) S/S FLAT WASHER (TYP) TIN COATED SOLID COPPER BUS BAR S/S NUT (TYP) CHERRY INSULATOR INSTALLED IF REQUIRED ` OF NE ITE11 L___j CIa r n 1036$y ara LUG DETAIL NO SCALE 4 NOT USED NO SCALE 5 NOT USED No SCALE L6 A`9�FESSIONA� 2/22/22 PCIS ENGINEERING D.P.C. CERT. #: 0103685 Expires 11/3D/23 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. A&E PROJECT NUMBER 373337-13738829D2 DISH Wireless L.L.C. PROJECT INFORMATION NYNYCO22430 23300 MAIN ROAD ORIENT, NY 11957 SHEET TITLE GROUNDING DETAILS SHEET NUMBER G-3 NOT USED NO SCALE ] NOT USED NO SCALE $ NOT USED NO SCALE 9 LOW BANDS (N71+N26) AWS HYBRID/DISCREET CABLES 3/4" TAPE WIDTHS WITH 3/4" SPACING OPTIONAL — (N29) (1166+N70+H—BLOCK) ORANGE PURPLE ALPHA RRH BEG RRH GAMMA RRH ��/�• sh LOW—BAND RRH PORT 1 PORI 2 PORT 3 PORT 4 PORI i PORT 2 PORI 3 PORI 4 PORT 1 PORT 2 PORI.3 PORI 4 (600 MHz 1171 BASEBAND) + +SLANT —SLANT + SLANT —SLAM + SLANT — SLANT + SLANT — SLANT + SLANT — SLANf +SLAJf —SLANT (850 MHz 1126 BAND) + 5701 SOUTH SANTA FE DRIVE (700 MHz N29 BAND) — OPTIONAL PER MARKET LITTLETON, CO 80120 ADD FREQUENCY COLOR TO SECTOR BAND RED RED RED ® BLUE' BLUEBLUE BLUE GREEN GREEN GREEN GREEN CBRS TECH NEGATIVE SLANT PORT (CBRS WILL USE YELLOW BAND) (3 GHz) ON ANT/RRH ORANGE ORANGE Rf0 ® ORANGE ORANGE BWE BLUES ORANGE ORANGE GREEN GREEN YELLOW WHITE PD ORANGE ORANGE _ PORT ORANGE ORANGE _ P.T ORANGE ORANGE A�j 10 PRESIDENTIAL WAY WOBURN MA 01801 ALPHA SECTOR BETA SECTOR GAMMA SECTOR �� B+T GRP 1T1T S.BOULDER SUITE 300 TUL9A.Dx?4119 MID—BAND RRH RED BLllE GREEN PH:(918)971— (AWS BANDS N66+N70) RED ® REO ® BWE"" BWE BWE BLUE GREEN GREEN GREEN GREEN - w�w.mem.wm ADD DRAWN BY: CHECKED BY:APPROVED BY: (CBRS WILL EUSE YENCY LLOW OWLOR TBANDS)OR BAND PURPLE REO RE PIAT Q 0 PURPLE BLUE "BLUE PURPLE PURPLE GREEN GREEN SM CDW DAS — PD PURPLE PURPLE _ POR PURPLE PURPLE _ PD PURPLE PURPLE COLOR IDENTIFIER r0 RFDS REV #: 1.0 L CONSTRUCTION DOCUMENTS HYBRID/DISCREET CABLES EXAMPLE 1 EXAMPLE 2 EXAMPLE 3 CANISTTR SUBMITTALS C0AXj1 COAX#2 INCLUDE SECTOR BANDS BEING SUPPORTED (ALPHA) (ALPHA) REV DATE DESCRIPTION ALONG WITH FREQUENCY BANDS. A 12/10/21 ISSUED FOR REVIEW EXAMPLE 1 — HYBRID. OR DISCREET. SUPPORTS RED ALL SECTORS, BOTH LOW—BANDS AND IRED RED RED o z/zz/zz ISSUED FOR CONSTRUCTION MID—BANDS. BLUE BWE EXAMPLE 2 — HYBRID, OR DISCREET, SUPPORTS GREEN GREEN OEM CBRS ONLY, ALL SECTORS. EXAMPLE 3 — MAIN COAX WITH GROUND ORANGE YELLOW MOUNTED RRHs. PURPLE FIBER JUMPERS TO RRHs LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH 'nI LOW—BAND HHR FIBER CABLES HAVE SECTOR Of s KE STRIPE ONLY. RED ® BWE BLUE GREEN GREEN P+�� � S+R-,yO ORANGE PURPLE ORANGE PURPLE ORANGE PURPLE C4P POWER CABLES TO RRHS LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH r. _ LOW—BAND RRH POWER CABLES HAVE SECTOR STRIPE ONLY RED RED BLUE BLUE GREEN GREEN x03685 �@ ORANGE PURPLE ORANGE PURPLE ORANGE PURPLE NOT USED 3 p9QFESS10t�A� z/zz/zz RET MOTORS AT ANTENNAS ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 MID BAND LOW BAND MID BAND LOW BAND MID BAND LOW BAND RET CONTROL HANDLED BY THE MID—BAND RRH WHEN ONEE SET OF RET PORTS EXIST ON IN IN IN IN IN IN ANTENNA. PDS ENGINEERING D.P.C. CERT, b: 0103685 Expires I1/3D/23 SEPARATE RET CABLES ARE USED WHEN RED REO BWE`I BLUE GREEN EQ ANTENNA PORTS PROVIDE INPUTS FOR BOTH IT IS A VIOLATION OF LAW FOR ANY PERSON, LOW AND MID BANDS. UNLESS THEY ARE ACTING UNDER THE DIRECTION PURPLE ORANGE PURPLE ORANGE PURPLE OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. A&E PROJECT NUMBER MICROWAVE RADIO LINKS FORWARD AZIMUTH OF 0-120 DEGREES FORWARD AZIMUTH OF 120-240 DEGREES FORWARD AZIMUTH OF 240-359 DEGREES 373337-13738829_D2 LINKS WILL HAVE A 1.5-2 INCH WHITE WRAP PRIMARY SECONDARY PRIMARY SECONDARY PRIMARY SECONDARY WTH THE AZIMUTH COLOR OVERLAPPING IN THE DISH Wireless L.L.C. MIDDLE. WHITE WHILE WHIITE WHITE WHITE WHITE PROJECT INFORMATION ADD ADDITIONAL SECTOR COLOR BANDS FOR EACH ADDITIONAL MW RADIO. RED RED BWE BWE GREEN GREEN NYNYCO2243B MICROWAVE CABLES WILL REQUIRE P—TOUCH WHITE WHA WHITE WHITE WHITE WHITE 23300 MAIN ROAD LABELS INSIDE THE CABINETTO IDENTIFY THE RED BLUE GREEN ORIENT, NY 11957 LOCAL AND REMOTE SITE ID,s. WHITE WHITE WHITE SHEET TITLE INN RF CABLE COLOR CODES SHEET NUMBER RF CABLE COLOR CODES NOT USED 411 RF-1 EXOTHERMIC CONNECTION AB ANCHOR BOLT IN INCH ABV ABOVE INT INTERIOR • MECHANICAL CONNECTION AC ALTERNATING CURRENT LB(S) POUND(S) BUSS BAR INSULATOR - ADDL ADDITIONAL LF LINEAR FEET AFF ABOVE FINISHED FLOOR LTE LONG TERM EVOLUTION CHEMICAL ELECTROLYTIC GROUNDING SYSTEM B AFC ABOVE FINISHED GRADE MAS MASONRY d.sh TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM eT ACL ABOVE GROUND LEVEL MAX MAXIMUM UVIC��@SS,e AIC AMPERAGE INTERRUPTION CAPACITY MB MACHINE BOLT fir, EXOTHERMIC WITH INSPECTION SLEEVE ALUM ALUMINUM MECH MECHANICAL 5701 SOUTH SANTA FE DRIVE GROUNDING BAR ALT ALTERNATE MFR MANUFACTURER LITTLETON, CO 80120 ANT ANTENNA MGB MASTER GROUND BAR GROUND ROD I� APPROX APPROXIMATE MIN MINIMUM TEST GROUND ROD WITH INSPECTION SLEEVE 11 T ARCH ARCHITECTURAL MISC MISCELLANEOUS ATS AUTOMATIC TRANSFER SWITCH MTL METAL SINGLE POLE SWITCH AWG AMERICAN WIRE GAUGE MTS MANUAL TRANSFER SWITCH1PRESIDENTIAL WA BATT BATTERY MW MICROWAVE WOBURN,MA 01801Y DUPLEX RECEPTACLE BLDG BUILDING NEC NATIONAL ELECTRIC CODE BLK BLOCK NM NEWTON METERS B+T GRP BLKG BLOCKING NO. NUMBER 1717 S.—DER DUPLEX GFCI RECEPTACLE BM BEAM # SUITE 3M NUMBER TULSA,0 74119 BTC BARE TINNED COPPER CONDUCTOR PP`c918)se7 F — NTS NOT TO SCALE .2— FLUORESCENT LIGHTING FIXTURE I F BOF BOTTOM OF FOOTING OC ON-CENTER (2) TWO LAMPS 48-TS L—————J CAB CABINET DRAWN BY: CHECKED BY:APPROVED BY: OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION CANT CANTILEVERED SD OPNG OPENING SM CDW OAS SMOKE DETECTION (DC) CHC CHARGING P/C PRECAST CONCRETE CLG CEILING EMERGENCY LIGHTING (DC) COR CLEAR PCS PERSONAL COMMUNICATION SERVICES RFDS REV : 1.0 PCU PRIMARY CONTROL UNIT COL COLUMN PRC PCONSTRUCTION PRIMARY RADIO CABINET SECURITY LIGHT W/PHOTOCELL LITHONIA ALXW COMM COMMON PP POLARIZING PRESERVING DOCUMENTS LED-1-25A400/51K-SR4-12D-PE-DDBTXD CONC CONCRETE PSI POUNDS PER SQUARE FOOT CHAIN LINK FENCE X X X X CONSTR CONSTRUCTION SUBMITTALS PSI POUNDS PER SQUARE INCH W000/WROUGHT IRON FENCE DBL DOUBLEDC DIRECT CURRENT PT PRESSURE TREATED REV DATE DESCRIPTION PAR POWER CABINET A 12/10/21 ISSUED FOR REVIEW WALL STRUCTURE DEPT DEPARTMENT DF DOUGLAS FIR OTY QUANTITY o z/zz/zz Issueo FOR CONSTflUCTION LEASE AREA — — — — — — — — — — — — — RAD RADIUS DIA DIAMETER RECT RECTIFIER PROPERTY LINE (PL) - - - - - - DIAG DIAGONAL. REFREFERENCE --- DIM DIMENSION SETBACKS -__ __________ DWG DRAWING REINF REINFORCEMENT ICE BRIDGE DWL DOWEL REQ'D REQUIRED EA EACH RET REMOTE ELECTRIC TILT CABLE TRAY EC ELECTRICAL CONDUCTOR RF RADIO FREQUENCY WATER LINE W W W W W EL. ELEVATION RMC RIGID METALLIC CONDUIT RRH REMOTE RADIO HEAD O C ELEC ELECTRICAL s N EIFW UNDERGROUND POWER UCP— UGP— UCP— UGP — UGP RRU REMOTE RADIO UNIT EMT ELECTRICAL METALLIC TUBING V UNDERGROUND TELCO — UGT — UGT — UGT — UGT — UGT — ENG ENGINEER RAY RACEWAY EO EQUAL SCH SCHEDULE co Q� OVERHEAD POWER OHP OHP OHP OHP SHT SHEET EXP EXPANSION OVERHEAD TELCO OHT OHT OH7 OHT EXT EXTERIOR SIAD SMART INTEGRATED ACCESS DEVICE SIM SIMILAR r' UNDERGROUND TELCO/POWER — UGT/P — UGT/P — UGT/P — UCT/P EW EACH WAY FAB FABRICATION SPEC SPECIFICATION n Zw ABOVE GROUND POWER —AGP — AGP — AGP —AGP —AGP — FF FINISH FLOOR SO SQUARE ss STAINLESS STEEL IO ABOVE GROUND TELCO — ACT — ACT —ACT —AGT —ACT FG FINISH GRADE STD STANDARD 21?o sm0N4,\• FIF FACILITY INTERFACE FRAME STL STEEL ABOVE GROUND TELCO/POWER AGT/P — AGT/P —AGT/P —AGT/P FIN FINISH(ED) TEMP TEMPORARY WORKPOINT W.P. FUR FLOOR THK THICKNESS FDN FOUNDATION TMA TOWER MOUNTED AMPLIFIER SECTION REFERENCE xx FOC FACE OF CONCRETE X-X FOM FACE OF MASONRY TN TOE NAIL PDS ENGINEERING O.P.C. TOA TOP OF ANTENNA CERT. #: 0103685 DETAIL REFERENCE xX FOS FACE OF STUD TOC TOP OF CURB Expires 11/30/23 x-x FOW FACE OF WALL TOF TOP OF FOUNDATION IT IS A VIOLATION OF LAW FOR ANY PERSON, FS FINISH SURFACE UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A TOP TOP OF PLATE PARAPET LICENSED PROFESSIONAL ENGINEER, FT FOOT TO ALTER THIS DOCUMENT. FTG FOOTING TOS TOP OF STEEL TOW TOP OF WALL A&E PROJECT NUMBER GA GAUGE GEN GENERATOR TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION 373337-13738829D2 GFCI GROUND FAULT CIRCUIT INTERRUPTER TYP TYPICAL GLB GLUE LAMINATED BEAM UG UNDERGROUND DISH Wireless L.L.C. UL UNDERWRITERS LABORATORY GLV GALVANIZED PROJECT INFORMATION GPS GLOBAL POSITIONING SYSTEM UNO UNLESS NOTED OTHERWISE NYNYCO2243B GND GROUND UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM 23300 MAIN ROAD GSM GLOBAL SYSTEM FOR MOBILE UPS UNITERRUPTIBLE POWER SYSTEM (DC POWER PLANT) ORIENT, NY 11957 HOG HOT DIPPED GALVANIZED VIF VERIFIED IN FIELD SHEET TITLE HDR HEADER W WIDE HGR HANGER W/ WITH LEGEND AND HVAC HEAT/VENTILATION/AIR CONDITIONING WD WOOD ABBREVIATIONS HT HEIGHT WP WEATHERPROOF IGR INTERIOR GROUND RING WT WEIGHT SHEET NUMBER GN-1 LEGEND ABBREVIATIONS 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: Nw (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 CONSTRUCTIONVW L.L.C. AND TOWER OWNER NOC & THE DISH Wireless L.L.C. AND TOWER OWNER CONSTRUCTION MANAGER. r 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 � IQ OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION, MOUNT REINFORCEMENTS, AND/OR EQUIPMENT INSTALLATIONS SHALL 2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY 5701 SOUTH SANTA FE DRIVE NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS ASSUMED THAT THE LITTLETON, CO 80120 THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF THE WIRE ROPE FROM WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKPEOPLE WHO HAVE A WORKING KNOWLEDGE ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR, IMPACT TO THE OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS INTENDED USE. ANY COMPROMISED SAFETY CLIMB, INCLUDING EXISTING CONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED CONDITIONS MUST BE TAGGED OUT AND REPORTED TO YOUR DISH Wireless L.L.C. AND DISH Wireless L.L.C. AND TOWER OWNER POC STANDARD GOOD PRACTICE FOR MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. OR CALL THE NOC TO GENERATE A SAFETY CLIMB MAINTENANCE AND CONTRACTOR NOTICE TICKET_ 3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF1� o�Res�io�E~Ix.wA��� 3. PRIOR TO THE START OF CONSTRUCTION, ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED. THIS INCLUDES, BUT CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, WOBURN MA 01801 IS NOT LIMITED 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 TO, BRACING, FORMWORK, SHORING, ETC. g+T GRP JURISDICTIONAL REQUIREMENTS. SITE VISITS BY THE ENGINEER OR HIS REPRESENTATIVE WILL NOT INCLUDE INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL 1]t]S.BOGR OBSERVATION OF THE FINISHED STRUCTURE ONLY. SUITE w9 4. TULSA,0 Td119 ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING PLANS, CLIMBING PH;(918)58Ts889 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 DRAWN BY: CHECKED BY:APPROVED BY: AND ANY APPLICABLE INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL RIGGING THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES, AND SPECIFICATIONS, THE PLANS SHALL ADHERE TO ANSI/ASSE A10.48 (LATEST EDITION) AND DISH Wireless L.L.C. AND TOWER OWNER STANDARDS, INCLUDING GREATER, MORE STRICT REQUIREMENTS, SHALL GOVERN. IF FURTHER CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF SM CDW DAS THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION, TO CERTIFY THE SUPPORTING STRUCTURE(S) IN RECORD. REDS REV #: 1.0 ACCORDANCE WITH ANSI/TIA-322 (LATEST EDITION). 5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO ASSIST 5. ALL SITE WORK TO COMPLY WITH DISH Wireless L.L.C. AND TOWER OWNER INSTALLATION STANDARDS FOR CONSTRUCTION IN THE FABRICATION AND/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCTION ACTIVITIES ON DISH Wireless L.L.C. AND TOWER OWNER TOWER SITE AND LATEST VERSION OF ANSI/TIA-1019-A-2012 "STANDARD FOR FIELD VERIFY THE DIMENSIONS, MEASUREMENTS, AND/OR CLEARANCES SHOWN IN THE CONSTRUCTION DRAWINGS PRIOR TO INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS." FABRICATION OR CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. IF IT IS DETERMINED THAT THERE ARE DOCUMENTS DISCREPANCIES AND/OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE POSSIBLE. SUBMITTALS AN ALTERNATIVE INSTALLATION FOR APPROVAL BY DISH Wireless L.L.C. AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH REV DATE DESCRIPTION CHANGE OF INSTALLATION. 6. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY A 12/10/21 ISSUED FOR REVIEW 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CARRIER POC AND TOWER OWNER. D 2/22/22 ISSUED FOR CONSTRUCTION AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, ORDINANCES AND APPLICABLE REGULATIONS. REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS ORDINANCES AND APPLICABLE REGULATIONS. UNLESS SPECIFICALLY STATED OTHERWISE. B. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR 9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES INCLUDING PRIVATE LOCATES SERVICES PRIOR TO THE START NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. OF CONSTRUCTION. 9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS 0f NES 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 10IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE Rk . CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR ti UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CARRIER AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH CHANGE FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E) CONSTRUCTION SAFETY OF INSTALLATION. k PROCEDURES. 11. CONTRACTOR IS TO PERFORM A SITE INVESTIGATION, BEFORE SUBMITTING BIDS, TO DETERMINE THE BEST ROUTING OF ALL r - 11. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTIONDRAWINGS AND DISH PROJECT SPECIFICATIONS, CONDUITS FOR POWER, AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN THE POWER, TELCO, AND GROUNDING PLAN [> 2 LATEST APPROVED REVISION. DRAWINGS. �y 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES, ANY 103685 tea 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 p"OFESSI�NA� THE WORK. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS 13. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF DISH Wireless L.L.C. AND TOWER OWNER, AND/OR LOCAL UTILITIES. BASIS. PDS ENGINEERING D.P.C. 14. CERT. #: 0103685 E CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE Expires 71/30/23 REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EQUIPMENT, ROOMS, AND SHELTERS. IT IS A VIOLATION OF LAW FOR ANY PERSON, 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND TOWER AREAS. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE TO ALTER THIS DOCUMENT. APPLICATION. • A&E PROJECT NUMBER 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR 373337-13738829D2 DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE CONSTRUCTION DRAWINGS AND/OR PROJECT SPECIFICATIONS. DISH Wireless L.L.C. PROJECT INFORMATION 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF NYNYCO2243B REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY 23300 MAIN ROADORIENT, NY 11957 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. CONCRETE FOUNDATIONS, AND REINFORCING STEEL: 16. ELECTRICAL METALLIC TUBING (EMT) OR METAL-CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS, • 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE DESIGN 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90s AND ALL APPROVED ABOVE r AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. GRADE PVC CONDUIT. 2. UNLESS NOTED OTHERWISE, SOIL BEARING PRESSURE USED FOR DESIGN OF SLABS AND FOUNDATIONS 15 ASSUMED TO BE 1000 psf. 18. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. d s h 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 WIC@SS� MORE THAN 90 MINUTES SHALL ELAPSE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS APPROVED BY THE ENGINEER OF RECORD. SCREW FITTINGS ARE NOT ACCEPTABLE. 5701 SOUTH SANTA FE DRIVE TEMPERATURE OF CONCRETE SHALL NOT EXCEED 90°f AT TIME OF PLACEMENT. LITTLETON, CO 80120 4. CONCRETE EXPOSED TO FREEZE-THAW CYCLES SHALL CONTAIN AIR ENTRAINING ADMIXTURES. AMOUNT OF AIR ENTRAINMENT TO BE 20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND THE BASED ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE TYPE 11 PORTLAND CEMENT WITH A NEC. MAXIMUM WATER-TO-CEMENT RATIO (W/C) OF 0.45. 21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS 5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A1135. 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). 10 PRESIDENTIAL WAV 23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED STRAPS AND HANGERS. EXPLOSIVE UNLESS NOTED OTHERWISE. YIELD STRENGTH (Fy) OF STANDARD DEFORMED BARS ARE AS FOLLOWS: WOBURN MA 01801 #4 BARS AND SMALLER 40 ksi DEVICES (i.e. POWDER-ACTUATED) FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES IN DIRECTION TO B+T GRP 171 S.BOULDER 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 SUITE 300 MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR TULSA,1 ]4118 Pl9 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON wmvNO p5 oma DRAWINGS: OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED DRAWN BY: CHECKED BY:APPROVED BY: • CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. SM COW OAS • CONCRETE EXPOSED TO EARTH OR WEATHER: 24. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET STEEL. SHALL MEET OR EXCEED UL 50 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND NEMA 3 (OR BETTER) FOR RFDS REV #: 1.0 • #6 BARS AND LARGER 2" EXTERIOR LOCATIONS. • #5 BARS AND SMALLER 1-1/2" 25. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED OR NON-CORRODING: SHALL MEET OR CONSTRUCTION • CONCRETE NOT EXPOSED TO EARTH OR WEATHER: EXCEED UL 514A AND NEMA OS 1 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR DOCUMENTS BETTER) FOR EXTERIOR LOCATIONS. • SLAB AND WALLS 3/4" 26. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 (NEWEST REVISION) AND BE RATED SUBMITTALS • BEAMS AND COLUMNS 1-1/2" NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS, REV DATE DESCRIPTION A 12/10/21 ISSUED FOR REVIEW 7. A TOOLED EDGE OR A 3/4° CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED OTHERWISE, 27. THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR DISH Wireless L.L.C. AND D 2/22/22 ISSUED FOR CONSTRUCTION IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. TOWER OWNER BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 28. THE' CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE ELECTRICAL INSTALLATION NOTES: WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE 29. INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW "DISH Wireless L.L.C.". FEDERAL, STATE, AND LOCAL CODES/ORDINANCES, 30, ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED AND TRIP HAZARDS ARE ELIMINATED. 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. sof NEW 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. G,Q'Q��Fi1 4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REQUIREMENT OF THE NATIONAL ELECTRICAL CODE. 4.2. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT r CURRENT TO WHICH THEY ARE SUBJECTED, 22,000 AIC MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE n 2 RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PRE THE r03s85 GOVERNING JURISDICTION. 5. EACH END OF EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR, AND TELCO CONDUCTOR OR CABLE SHALL BE Aero smaN, LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2" PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA. 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (i.e. PANEL BOARD AND CIRCUIT PDS ENGINEERING O.P.C. ID'S). CERT. #: 0103685 7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. Expires 11/3D/23 IT IS A VIOLATION OF LAW FOR ANY PERSON, 8. ESS THEY ARE ACTING UNDER THE DIRECTION TIE WRAPS ARE NOT ALLOWED. UNLESS A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT, 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR (#14 OR LARGER) WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. A&E PROJECT NUMBER 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (#6 OR LARGER) WITH 373337-13738829D2 TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. PDIROJECT INFORMATION Wireless L.L.C. POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI-CONDUCTOR, TYPE SCOW CORD (#14 OR LARGER) UNLESS NYNYCO22438 OTHERWISE SPECIFIED. 12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE (#14 OR LARGER), WITH 23300 MAIN ROAD TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. ORIENT, NY 11957 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND SHEET TITLE BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75' C (90° C IF AVAILABLE). GENERAL NOTES 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND NEC. SHEET NUMBER 15, ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT (RMC) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. GN-3 GROUNDING NOTES: STRUCTURAL STEEL NOTES: 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GESS) SHALL �I BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 1. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND 2. THE CONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR ERECTION OF STRUCTURAL STEEL FOR BUILDINGS." GROUND ELECTRODE SYSTEMS, THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO 2. STRUCTURAL STEEL ROLLED SHAPES, PLATES AND BARS SHALL CONFORM TO THE FOLLOWING ASTM DESIGNATIONS: d.sh ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. 1e . n 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO A. ASTM A-572, GRADE 50 - ALL W SHAPES, UNLESS NOTED OR A992 OTHERWISE 5701 SOUTH SANTA FE DRIVE PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE TESTING RESULTS. B. ASTM A-36 - ALL OTHER ROLLED SHAPES, PLATES AND BARS UNLESS NOTED OTHERWISE. LITTLETON, CO 80120 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY C. ASTM A-500, GRADE B - HSS SECTION (SQUARE, RECTANGULAR, AND ROUND) BONDING ACROSS THE DISCONTINUITY WITH #6 COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS D. ASTM A-325, TYPE SC OR N - ALL BOLTS FOR CONNECTING STRUCTURAL MEMBERS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. E. ASTM F-1554 07 - ALL ANCHOR BOLTS, UNLESS NOTED OTHERWISE !{fCANTQ�SR1 10 PRESIDENTIAL WAV WODURN MA 01807 6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL 3. ALL EXPOSED STRUCTURAL STEEL MEMBERS SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION PER ASTM A123. EXPOSED EQUIPMENT GROUND WIRES, #6 STRANDED COPPER OR LARGER FOR INDOOR BTS; #2 BARE SOLID TINNED COPPER FOR OUTDOOR BTS. STEEL HARDWARE AND ANCHOR BOLTS SHALL BE GALVANIZED PER ASTM A153 OR 8695. B+T GRP 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE 4. ALL FIELD CUT SURFACES, FIELD DRILLED HOLES AND GROUND SURFACES WHERE EXISTING PAINT OR GALVANIZATION REMOVAL WAS 1T1Ts.eoGR OF THE GROUND BUS ARE PERMITTED. REQUIRED SHALL BE REPAIRED WITH (2) BRUSHED COATS OF ZRC GALVILITE COLD GALVANIZING COMPOUND PER ASTM A78D AND TIA SUITEw Ta119 MANUFACTURER'S RECOMMENDATIONS. PH:(918)574M 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 SOLID TINNED _29T_ COPPER UNLESS OTHERWISE INDICATED. 5. DO NOT DRILL HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN AND DETAILED ON STRUCTURAL DRAWINGS, DRAWN BY: CHECKED BY:APPROVED BY: 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 6. CONNECTIONS: SM COW DAS 10. USE OF 90" BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45" BENDS CAN BE ADEQUATELY A. ALL WELDING TO BE PERFORMED BY AWS CERTIFIED WELDERS AND CONDUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE REDS REV #: 1.0 SUPPORTED. AWS WELDING CODE 01.1. 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. B. ALL WELDS SHALL BE INSPECTED VISUALLY. 25% OF WELDS SHALL BE INSPECTED WITH DYE PENETRANT OR MAGNETIC PARTICLE TO CONSTRUCTION 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. MEET THE ACCEPTANCE CRITERIA OF AWS D1.1. REPAIR ALL WELDS AS NECESSARY. DOCUMENTS 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. C. INSPECTION SHALL BE PERFORMED BY AN AWS CERTIFIED WELD INSPECTOR. SUBMITTALS 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND D. T IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE BURNING/WELDING PERMITS AS REQUIRED BY LOCAL GOVERNING AUTHORITY REV DATE DESCRIPTION BAR. AND IF REQUIRED SHALL HAVE FIRE DEPARTMENT DETAIL FOR ANY WELDING ACTIVITY. A 12/10/21 ISSUED FOR REVIEW 15. APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND D 2/22/22 ISSUED FOR CONSTRUCTION CONNECTIONS. E. ALL ELECTRODES TO BE LOW HYDROGEN, MATCHING FILLER METAL, PER AWS D1.1, UNLESS NOTED OTHERWISE. 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. F. MINIMUM WELD SIZE TO BE 0.1875 INCH FILLET WELDS, UNLESS NOTED OTHERWISE. 17. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND G. PRIOR TO FIELD WELDING GALVANIZING MATERIAL, CONTRACTOR SHALL GRIND OFF GALVANIZING %"BEYOND ALL FIELD WELD SURFACES. RING, IN ACCORDANCE WITH THE NEC. AFTER WELD AND WELD INSPECTION IS COMPLETE, REPAIR ALL GROUND AND WELDED SURFACES WITH ZRC GALVILITE COLD GALVANIZING 18. BOND ALL METALLIC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND COMPOUND PER ASTM A780 AND MANUFACTURERS RECOMMENDATIONS. CONDUCTOR. H. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE REQUIRED DURING CONSTRUCTION UNTIL ALL 19, GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED CONNECTIONS ARE COMPLETE. THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR I. ANY FIELD CHANGES OR SUBSTITUTIONS SHALL HAVE PRIOR APPROVAL FROM THE ENGINEER, AND DISH WIRELESS L.L.C. PROJECT OF �� k SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL MANAGER IN WRITING CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (i.e., NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. co Q� 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 BARE SOLID TINNED COPPER IN 3/4" NON-METALLIC, FLEXIBLE CONDUIT FROM 24" BELOW GRADE TO WITHIN 3" TO 6" OF CAD-WELD TERMINATION POINT. THE EXPOSED END u OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). 21. BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE �036$y TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUNDING RING, TO THE EXISTING GROUNDING 'Oero s 1pNA�' SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY). DO NOT ATTACH GROUNDING TO FIRE SPRINKLER SYSTEM PIPES. PDS ENGINEERING O.P.C. CERT. #: 0103685 Expires 11/30/23 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. A&E PROJECT NUMBER 373337-13738829_D2 DISH Wireless L.L.C. PROJECT INFORMATION NYNYCO2243B 23300 MAIN ROAD ORIENT, NY 11957 SHEET TITLE GENERAL NOTES SHEET NUMBER GN-4 RECEIVED APS 2 6 2022 Southold Town Planning Board AMERICAN TOWER® G O R P O R A T 1 O N AI R*SMITH ENGINEERING Structural Analysis Report Structure 100 ft Concealment Pole ATC Site Name Orient Point, NY ATC Site Number 373337 Engineering Number 13738829_C3_04 Proposed Carrier DISH WIRELESS L.L.C. Carrier Site Name NYNYCO2243B Carrier Site Number NYNYCO2243B Site Location 23300 Main Road ORIENT, NY 11957-1102 41.1425, -72.2994 County Suffolk Date December 9, 2021 Max Usage 89% Result Pass* Prepared By: Reviewed By: ,�VL.riF NOw)'O� Brad Davenport h�Q NJ A Airosmith Engineering * o y Z V�A FfSS10NP 12/9/2021 ATC Tower Services,Inc.-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com Eng. Number 13738829_C3_04 December 9, 2021 AMERICAM TOWER' Page. 2 co n r 0 AAT 1 ox Table of Contents Introduction...................................................................................................................................3 SupportingDocuments..................................................................................................................3 Analysis..........................................................................................................................................3 Conclusion .....................................................................................................................................3 Existing and Reserved Equipment..................................................................................................4 Equipmentto be Removed............................................................................................................4 ProposedEquipment .....................................................................................................................4 StructureUsages............................................................................................................................5 Foundations...................................................................................................................................5 Deflectionand Sway* .....................................................................................................................5 StandardConditions ......................................................................................................................6 Calculations ....................................................................Attached ATC Tower Services,Inc.-3500 Regency Parkway,Suite 100-Cary,NC 27519-919-468-0112 Office-919-466-5414 Fax-www.americantower.com A Eng. Number 13738829_C3_04 December 9, 2021 ANIERVCAW T COWER' Page. 3 CO•POM AT ION Introduction The purpose of this report is to summarize results of a structural analysis performed on the 100 ft Concealment Pole to reflect the change in loading by DISH WIRELESS L.L.C.. Supporting Documents Tower Drawings Nudd Drawing#105-12113-1, dated May 17, 2005 Foundation Drawing Nudd Drawing#105-12113-2, dated May 17, 2005 Geotechnical Report STB Project#05-074, dated May 4, 2005 Modifications TEP Project#83145.142118, dated November 3, 2017* Analysis The tower was analyzed using American Tower Corporation's tower analysis software.This program considers an elastic three-dimensional model and second-order effects per ANSI/TIA-222. Basic Wind Speed: 128 mph(3-second gust) Basic Wind Speed w/Ice: 50 mph (3-second gust)w/1.00" radial ice concurrent Code: ANSI/TIA-222-H/2018 IBC/2020 New York Building Code Exposure Category: C Risk Category: LI Topographic Factor Procedure: Method 1 Topographic Category: 1 Crest Height(H): 0 ft Crest Length (L): 0 ft Spectral Response: Ss=0.18, S,=0.05 Site Class: D-Stiff Soil- Default Conclusion Based on the analysis results,the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please contact American Tower via email at Engineering@americantower.com. Please include the American Tower site name, site number, and engineering number in the subject line for any questions. ATC Tower Services,Inc:3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com Eng. Number 13738829_C3_04 ADecember 9, 2021 AeVIERICAN TOWER' Page.4 COR P ORATI Ox / Existing and Reserved Equipment Elev.1(ft) Qty Equipment Mount Type Lines Carrier 98.0 1 Generic 4'Omni Side Arm (1)7/8"Coax OTHER 6 Andrew ETT19V2S12UB 96.0 3 Commscope SBNHH-1D656 Canister (18) 7/8" Coax T-MOBILE 93.0 1 Generic 5' Dipole Side.Arm (1)7/8"Coax OTHER 85.0 6 Amphenol Antel CWX063X13G00 Canister (12) 7/8"Coax VERIZON WIRELESS 6 RFS FDAP5002/1C-3L 3 Commscope CBC71726-DP-2X (6)3/8" (0.38"- 76.0 3 CCI HPA-65F-BUU-H2 Canister 9.5mm) RET AT&T MOBILITY 3 Quintel QS4658-3E Control Cable 6 Commscope CBC782123-DS (12) 7/8"Coax 1 Generic 12'Omni 55.0 1 Generic 12' Dipole 52.0 1 Generic 8'Omni Side Arm (4) 1/2"Coax OTHER 50.0 1 Generic 4'Omni Equipment to be Removed Elev.1(ft) Qty I Equipment Mount Type Lines Carrier No loading was considered as removed as part of this analysis. Proposed Equipment Elev.1(ft) Qty Equipment MountType Lines Carrier 66.0 3 Commscope CDX623T-DS-T Canister (12)7/8"Coax DISH WIRELESS L.L.C. 3 Commscope FVV-65B-R3 'Contracted elevations are shown for appurtenances within contracted installation tolerances.Appurtenances outside of contract limits are shown at installed elevations. Install proposed lines inside the pole shaft. ATC Tower Services,Inc.-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com Eng. Number 13738829_C3_04 ADecember 9, 2021 AMERICAN TOWER° Page. 5 COR•O RATIOR Structure Usages Structural Component ControllingUsage Pass/Fail Anchor Bolts 78% Pass Shaft 48% Pass Base Plate 17% Pass Flange 13% Pass Foundations Original Design Factored Design Reaction Component * Analysis Reactions %of Design Reactions Reactions Moment (Kips-Ft) 618.0 834.3 537.2 64% Shear(Kips) 8.9 12.0 10.6 89% *The design reactions are factored by 1.35 per ANSI/TIA-222-H,Sec. 15.6.2 The structure base reactions resulting from this analysis are acceptable when compared to those shown on the original structure drawings,therefore no modification or reinforcement of the foundation will be required. Deflection and Sway* Antenna Deflection Sway Elevation Antenna Carrier (ftft) (Rotation) (ft) (°) 66.0 Commscope FW-65B-R3 DISH WIRELESS L.L.C. 0.142 0.320 Commscope CDX623T-DS-T *Deflection and Sway was evaluated considering a design wind speed of 60 mph(3-Second Gust)per ANSI/TIA-222-H ATC Tower Services,Inc:3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com Eng. Number 13738829_C3_04 ADecember 9, 2021 AMERICAN TOWER• Page. 6 <oro.w. o. Standard Conditions All engineering services performed by ATC Tower Services, Inc.are prepared on the basis that the information used is current and correct. This information may consist of, but is not limited to the following: Information supplied by the client regarding antenna, mounts and feed line loading • Information from drawings, design and analysis documents, and field notes in the possession of ATC Tower Services, Inc. It is the responsibility of the client to ensure that the information provided to ATC Tower Services, Inc. and used in the performance of our engineering services is correct and complete. All assets of American Tower Corporation, its affiliates, and subsidiaries (collectively "American Tower") are inspected at regular intervals. Based upon these inspections and in the absence of information to the contrary, American Tower assumes that all structures were constructed in accordance with the drawings and specifications. Unless explicitly agreed by both the client and ATC Tower Services, Inc., all services will be performed in accordance with the current revision of ANSI/TIA-222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services, Inc. is not responsible for the conclusions, opinions and recommendations made by others based on the information supplied herein. ATC Tower Services,Inc:3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com F' JOB INFORMATION Asset: 373337,Orient Point Height: 100 ft Client: DISH WIRELESS L.L.C. Base Width: 41.375 Code: ANSI/TIA-222-H Shape: 18 Sides i SITE PARAMETERS Base Elev(ft): 0.00 Structure Class: II Taper: 0.10900(In/ft) Exposure: C 10®°-91 Topographic Category: 1 Topographic Feature: Topo Method: Method 1 9Fi°-0" 10°0" 5/16"Thick ��" (35 KSI) SECTION PROPERTIES 90'-0" Diameter(in) Overlap Steel Shaft Length Across Flats Thick Length Grade Section (ft) Top Bottom (in) Joint Type (in) Shape (ksi) 85'-0" 112"Thick 1 45.000 36.45 41.38 0.250 0.000 18 Sides 65 (42 KSI) 2 10.000 36.40 37.50 0.250 Slip Joint 60.000 18 Sides 65 80°-0" 3 10.000 12.75 12.75 0.500 Butt Joint 0.000 Round 42 4 10.000 12.75 12.75 0.500 Butt Joint 0.000 Round 42 76'-W 10'-0" 5 10.000 12.75 12.75 0.500 Butt Joint 0.000 Round 42 112"Thick 6 10.000 12.75 12.75 0.500 Butt Joint 0.000 Round 42 (42 KSI) 7 10.000 8.62 8.62 0.322 Butt Joint 0.000 Round 35 DISCRETE APPURTENANCE_ 69-W 19_01 Attach Force 0.7-°'' 112"Thick Elev(ft) Elev(ft) Qty Description (42 KSI) 98.0 100.0 1 Generic 4'Omni 69-(r 96.0 96.0 6 Andrew ETT19V2S12U6 96.0 96.0 3 Commscope SBNHH-1 D65B 564^ 19-91 93.0 95.5 1 Generic 5'Dipole 112"Thick 85.0 85.0 6 RFS FDAP5002/1C-3L 52°-0" (42 KSI) 85.0 85.0 6 Amphenol Antel CWX063X13G00 `&-W-W 1 ° 85.0 85.0 1 Concealment Canister 48'-0" 76.0 76.0 3 Commscope CBC71726-DP-2X 46-W 76.0 76.0 6 Commscope CBC782123-DS 10•-0" 76.0 76.0 3 CCI HPA-65F-BUU-H2 1/4"Thick 76.0 76.0 3 Quintel QS4658-3E (65 KSI) 75.0 75.0 1 Concealment Canister 60" 66.0 66.0 3 Commscope CDX623T-DS-T 40°0" 66.0 66.0 3 Commscope FW-65B-R3 65.0 65.0 1 Concealment Canister 55.0 55.0 1 Generic 12'Omni 55.0 55.0 1 Generic 12'Dipole 55.0 55.0 1 Concealment Canister 52.0 56.0 1 Generic 8'Omni 50.0 52.0 1 Generic 4'Omni 45°-(r 48.0 48.0 4 Generic Round Side Arm 114"Thick (65 KSI} -- --- ---- LINEAR APPURTENANCE Elev Elev _ ^Exp To From(ft) To(ft) Description Wind 0.0 98.0 7/8"Coax No 0.0 96.0 7/8"Coax No 0.0 93.0 7/8"Coax No 0.0 85.0 7/8"Coax No 0.0 76.0 7/8"Coax No 0.0 76.0 3/8"(0.38"-9.5mm)RET Control Cable No (Y0" 0.0 66.0 7/8"Coax No 0.0 55.0 1/2"Coax No 0.0 52.0 1/2"Coax No 0.0 50.0 1/2"Coax No _ LOAD CASES 1.21D+1.OW 128 mph wind with no ice 0.91D+1.OW 128 mph wind with no ice 1.21)+1.01)i+1.0W 50 mph wind with 1"radial ice 1.21)+1.OEv+1.OEh Seismic ©2007-2020 by ATC LLC.A//rights reserved. Page 1 of 2 Model I D:20174 12/9/2021 15:43:03 JOB INFORMATION Asset: 373337,Orient Point Height: 100 ft Client: DISH WIRELESS L.L.C. Base Width: 41.375 Code: ANSI/TIA-222-H Shape: 18 Sides 0.9D-1.0Ev+1.OEh Seismic(Reduced DL) 1.OD+1.OW 60 mph Wind with No Ice REACTIONS Moment Shear Axial Load Case (kip-ft) (Kip) (Kip) 1.2D+1.OW 537.23 10.64 14.84 0.9D+1.0W 535.41 10.64 11.13 1.2D+1.0Di+1.OWi 142.48 2.78 19.87 1.2D+1.OEv+1.0Eh 38.26 0.60 14.53 0.9D-1.0Ev+1.OEh 38.09 0.60 10.09 1.OD+1.OW 110.50 2.15 12.38 DISH DEFLECTIONS Attach Deflection Rotation Load Case Elev(ft) (in) (deg) ©2007-2020 by ATC LLC.All rights reserved. Page 2 of 2 Model ID:20174 12/9/2021 15:43:03 ASSET: 373337,Orient.Point CODE: ANSI/TIA-222-H CUSTOMER: DISH WIRELESS L.L.C. ENG NO: 13738829_C3_04 ANALYSIS PARAMETERS Location: Suffolk County,NY Height: 100 ft Type and Shape: Custom,Round Base Diameter: 41.38 in Manufacturer: Undetermined Top Diameter: 8.63 in Ka(non-service): 0.95 Taper: 0.1090 in/ft Ke: 1.00 Rotation: 0.0000 ICE&WIND PARAMETERS Exposure Category: C Design Wind Speed w/o Ice: 128 mph Risk Category: II Design Wind Speed w/Ice: 50 mph Topo Factor Procedure: Method 1 Operational Wind Speed: 60 mph Topographic Category: 1 Design Ice Thickness: 1.00 in Crest Height: Oft HMSL: 17.00 ft SEISMIC PARAMETERS Analysis Method: Equivalent Lateral Force Method Site Class: D-Stiff Soil Period Based on Rayleigh Method(sec): 1.12 TL(sec): 6 P: 1 Cs: 0.049 Ss: 0.183 SI: 0.051 CS Max: 0.049 Fa: 1.600 F, 2.400 Cs Min: 0.030 Sas: 0.195 Shc: 0.082 LOAD'CASES 1.2D+1.OW 128 mph wind with no ice 0.91D+1.OW 128 mph wind with no ice 1.21D+1.ODi+1.0Wi 50 mph wind with 1"radial ice 1.2D+1.OEv+1.OEh Seismic 0.91D-1.OEv+1.OEh Seismic(Reduced DL) 1.OD+1.0W 60 mph Wind with No Ice ©2007-2020 by ATC LLC.All rights reserved. Page 1 of 12 Model Id:20174 Scenario Id:182955 12/9/2021 15:43:07 ASSET: 373337,Orient Point CODE: ANSI/TIA-222-H CUSTOMER: DISH WIRELESS L.L.C. ENG NO: 13738829 C3 04 SHAFT SECTION PROPERTIES:`. Bottom Top Slip Sect Length Thick Fy Joint Joint Weight Dia Elev Area Ix W/t D/t Dia Elev Area Ix W/t D/t Taper Info (ft) (inj (ksi) Type len(in) (lb) (in) (ft), (int) (in4) Ratio Ratio (in) (in) (W) (in4) Ratio Ratio (in/ft) 1-18 45.00 0.2500 6.5 0.00 4,697 41.38 0.000 32.63 6,972.7 27.42 165.50 36.45 45.00 28.72 4,754.7 . 23.94 145.79 0.1095 2-18 10.00 0.2500 65 Slip 60.00 991. 37.50 40.000 29.55 5,179.5 24.68 149.98 36.40 50.00 28.68 4,736.0 23.91 145:60 0.1095 3-R 10.00 0.5000 42 Butt 0.00 655 12.75 50.000 19.24 361.2 0.00 25.50 12.75 60.00 19.24 361.2 0.00 25.50 0.0000 4-R 10.00 0.5000 42 Butt 0.00 655 12.75 60.000 19.24 361.2 0.00 25.50 12.75 70.00 19.24 361.2 0.00 25.50 0.0000 5-R 10.00 0.5000 42 Butt 0.00 655 12.75 70.000 19.24 361.2 0.00 25.50 12.75 80.00 19.24 361.2 0.00 25.50 0.0000 6-R 10.00 0.5000 42 Butt 0.00 655 12.75 80.000 19.24 361.2 0.00 25.50 12.75' 90.00 19.24 361.2 0.00 25.50 0.0000 7-13 10.00 0.3220 35 Butt 0.00 286 8.62 90.000 8.40 72.4 0.00 26.79 8.62 100.00 8.40 72.4 0.00 26.79 0.0000 Shaft Weight 8,594 DISCRETE APPURTENANCE PROPERTIES Attach Vert No Ice Ice Elev Ecc Weight EPAa Orientation Weight EPAa Orientation (ft) Description Qty Ka (ft) (lb) (sf) Factor (lb) (sf) Factor 98.00 Generic 4'Omni 1 1.00 2.000 10.00 1.000 1.00 29.96 1.552 1.00 96.00 Commscope SBNHH-1D65B 3 1.00 0.000 50.70 8.173 0.01 162.77 9.980 0.01 96.00 Andrew ETT19V2S12UB 6 1.00 0.000 11.00 0.572 0.01 21.69 0.900 0.01 93.00 Genetic 5'Dipole 1 1.00 2.500 15.00 1.740 1.00 50.85 3.174 1.00 85.00 Concealment Canister 1 1:00 0.000 69.30 14.310 1.00 99.68 20.583 1.00 85.00 Amphenol Antel CWX063X13GO0 6 1.00 0.000 26.70 5.443 0.01 107.14 6.691 0.01 85.00 RFS FDAP5002/1C-3L 6 1.00 0.000 6.40 0.450 0.01 15.06 0.739 0.01 76.00 Commscope CBC71726-DP-2X 3 1.00 0:000 13.90 0.360 0.01 22.94 0.617 0.01 76.00 Quintel QS4658-3E 3 1.00 0.000 68.00 5.553 0.01 160.60 6.813 0.01 76.00 CCI HPA-65F-BUU-H2 3 1.00 0.000 15.20 2.568 0.01 58.40 3.234 0:01 76.00 Commscope CBC782123-DS 6 1.00 0:000 13.00 0.727 0.01 23.86 1.084 0.01 75.00 Concealment Canister 1 1.00 0.000 69.30 14.310 1.00 99.29 20.503 1.00 66.00 Commscope CDX623T-DS-T 3 1.00 0:000 10.10 0.371 0.01 18.88 0.637 0.01 66.00 Commscope FVV-65B-R3 3 1.00 0.000 43.90 8.024 0.01 150.68 9.739 0.01 65.00 Concealment Canister 1 1.00 0:000 69.30 14.310 1.00 98.85 20A11 1.00 55.00 Generic 12'Omni 1 1.00 0.000 40.00 3.600 1.00 94.71 6.189 1.00 55.00 Concealment Canister 1 1.00 0.000 69.30 14.310 1.00 98.39 20.317 1.00 55.00 Generic 12'Dipole 1 1.00 0.000 40.00 4.510 1.00 120.35 8.823 1.00 52.00 Generic 8'Omni 1 1.00 4.000 25.00 2.400 1.00 61.58 4.047 1.00 50.00 Generic 4'Omni 1 1.00 2.000 10.00 1.000 1.00 28.64 1.515 1.00 48.00 Generic Round Side Arm 4 1.00 0.000 187.50 5.200 0.67 241.83' 6.814 0.67 Totals Num Loadings:21 56 2,115.20 4,478.93 1FREAR�APPURTENANCE PROPERTIES ° Load Case Azimuth(deg) Dist Elev Elev Coax Coax Max Dist Dist From From To Dia Wt Coax/ Between Between Azimuth Face Exposed (ft) (ft) Qty Description (in) (Ib/ft) Fiat Row Rows(in) Cols(in) (deg) (in) To Wind Carrier 0.00 98.00 1 7/8"Coax 1.09 0.33 N 0 0 0 0 0 N Other 0.00 96.00 18 7/8"Coax 1.09 0.33 N 0 0 0 0 0 N T-MOBILE 0.00 93.00 1 7/8"Coax 1.09 0.33 N 0 0 0 0 Or N Other 0.00 85.00 12 7/8"Coax 1.09 0.33 N 0 0 0 0 0 N VERIZON WIREL 0.00 76.00 12 7/8"Coax 1.09 0.33 N' 0 0 0 0 0 N AT&T MOBILITY 0.00 76.00 6 3/8"(0.38"-9:5mm)R 0.38 0.23 N 0 0 0 0 0 N AT&T MOBILITY 0.00 66.00 12 7/8"Coax 1.09 0.33 N 0 0 0 0 0 N DISH WIRELESS 0.00 55.00 2 1/2"Coax 0.63 0.15 N 0 0 0 0 0 N Other 0.00 52.00 1 1/2"Coax 0.63 0.15 N 0 0 0 0 0 N Other 0.00 50.00 1 1/2"Coax 0.63 0.15 N 0 0 0 0 0 N Other ©2007-2020 by ATC LLC.All rights reserved. Page 2 of 12 Model Id:20174 Scenario Id:182955 12/9/2021 15:43:07 ASSET: 373337,Orient Point CODE: ANSI/T1A-222-H CUSTOMER: DISH WIRELESS L.L.C. ENG NO: 13738829 C3 04 SEGMENT PROPERTIES (Max Len: 51) Seg Top Description Thick Flat Dia Area Ix W/t D/t F'y S Z Weight Elev(ft). (in) (in) (int) (W) Ratio Ratio (ksi) (in3) (in3) (Ib). 0.00 0.2500 41.375 32.632 6,972.70 27.42 165.50 69.2 331.9 0.0 0.0 5.00 0.2500 40.828 32.197 6,697.90 27.03 163.31 69.6 323.1 0.0' 551.5 10.00 0.2500 40.280 31.763 6,430.40 26.65 161.12 70.1 314.4 0.0 544.1 15.00 0.2500 39.733 31.328 6,170.20 26.26 158.93 70.5 305.9 0.0 536.7 20.00 0.2500 39.185 30.894 5,917.00 25.87 156.74 71 297.4 0.0 529.3 25.00 0.2500 38.638 30.459 5,670.90 25.49 154.55 71.4 289.1 0.0 521.9 30.00 0.2500 38.090 30.025 5,431.70 25.10 152.36 71.9 280.9 0.0 514.5 35.00 0.2500 37.543 29.591 5,199.30 24.72 150.17 72.3 272.8 0.0 507.1 40.00 Bot-Section 2 0.2500 36.995 29.156 4,973.70 24.33 147.98 72.8 264.8 0.0 499.8 45.00 Top-Section 1 0.2500 36.948 29.118 4,954.40 24.30 147.79 72.8 264.1 0.6 991.5 48.00 0.2500 36.619 28.858 4,822.60 24.06 146.48 73.1 259.4 0.0 295.9 50.00 Top-Section 2 0.2500 36.400 28.684 4,736.00 23.91 145.60 73.3 256.3 0.0 195.8 50.00 Bot-Section 3 0.5000 12.750 19.242 361.20 0.00 25.50 42 56.7 75.1 52.00 0.5000 12.750 19.242 361.20 0.00 25.50 42 56.7 75.1 131.0 55.00 0,5000 12.750 19.242 361.20 0.00 25.50 42 56.7 75.1 196.4 60.00 Top-Section 3 0.5000 12.750 19.242 361.20 0.00 25.50 42 56.7 75.1 327.4 60.00 Bot-Section 4 0.5000 12.750 19.242 361.20 0.00 25.50 42 56.7 75.1 65.00 0.5000 12.750 19.242 361.20 0.00 25.50 42 56.7 75.1 327.4 66.00 0.5000 12.750 19.242 361.20 0.00 25.50 42 56.7 75.1 65.5 70.00 Top-Section 4 0.5000 12.750 19.242 361.20 0.00 25.50 42 56.7 75.1 261.9 70.00 Bot-Section 5 0.5000 12.750 19.242 361.20 0.00 25.50 42 56.7 75.1 75.00 0.5000 12.750 19.242 361.20 0.00 25.50 42 56.7 75.1 327.4 76.00 0.5000 12.750 19.242 361.20 0.00 25.50 42 56.7 75.1 65.5 80.00 Top-Section 5 0.5000 12.750 19.242 361.20 0.00 25.50 42 56.7 75.1 261.9 80.00 Bot-Section 6 0.5000 12.750 19.242 361.20 0.00 25.50 42 56.7 75.1 85.00 0.5000 12.750 19.242 361.20 0.00 25.50 42 56.7 75.1 327.4 90.00 Top-Section 6 0.5000 12.750 19.242 361.20 0.00 25.50 42 56.7 75.1 327.4 90.00 Bot-Section 7 0.3220 8.625 8.399 72.40 0.00 26.79 35 16.8 22.2 93.00 0.3220 8.625 8.399 72.40 0.00 26.79 35 . 16.8 22.2 85.7 95.00 0.3220 8.625 8.399 72.40 0.00 26.79 35 16.8 22.2 57.2 96.00 0.3220 8.625 8.399 72.40 0.00 26.79 35 16.8 22.2 28.6 98.00 0.3220 8.625 8.399 72.40 0.00 26.79 35 16.8 22.2 57.2 100.00 0.3220 8.625 8.399 72.40 0.00 26.79 35 16.8 22.2 57.2 Totals: 8,593.2 ©2007-2020 by ATC LLC.All rights reserved. Page 3 of 12 Model Id:20174 Scenario Id:182955 12/9/2021 15:43:08 ASSET: 373337,Orient Point CODE: ANSI/TIA-222-H CUSTOMER: DISH WIRELESS L.L.C. ENG NO: 13738829 C3 04 Load Case:1.2D+1.0W 128 mph wind with no ice 23 Iterations Gust Response Factor: 1.10 Dead load Factor: 1.20 Wind Load Factor: 1.00 CALCULATED FORCES Seg Pu Vu Tu Mu Mu Resultant Phi Phi Phi Phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -14.84 -10.64 0.00 -537.2 0.00 537.23 2,030.86 572.68 2,127.13 1,721.50 0 0 0.320 5.00 -14.04 -10.19 0.00 -484.0 0.00 484.03 2,016.99 565.06 2,070.87 1,686.84 0.06 -0.1 0.294 10.00 -13.25 -9.75 0.00 -433.1 0.00 433.07 2,002.76 557.43 2,015.37 1,652.20 0.22 -0.2 0.269 15.00 -12.47 -9.30 0.00 -384.3 0.00 384.32 1,988.17 549.81 1,960.62 1,617.60 0.48 -0.29 0.244 20.00 -11.70 -8.84 0.00 -337.8 0.00 337.81 1,973.23 542.19 1,906.63 1,583.04 0.83 -0.38 0.220 25.00 -10.95 -8.35 0.00 -293.6 0.00 293.63 1,957.93 534.56 1,853.39 1,548.54 1.27 -0.45 0.195 30.00 -10.20 -7.85 0.00 -251.9 0.00 251.88 1,942.28 526.94 1,800.90 1,514.11 1.78 -0.52 0.172 35.00 -9.47 -7.34 0.00 -212.6 0.00 212.63 1,926.27 519.31 1,749.17 1,479.76 2.35 -0.58 0.149 40.00 -8.75 -6.81 0.00 -175.9 0.00 175.94 1,909.91 511.69 1,698.19 1,445.50 2.99 -0.63 0.126 45.00 -7.44 -6.37 0.00 -141.9 0.00 141.88 1,908.47 511.03 1,693.81 1,442.54 3.68 -0.68 0.102 48.00 -6.12 -5.43 0.00 -122.8 0.00 122.76 1,898.47 506.45 1,663.62 1,422.04 4.12 -0.7 0.090 50.00 -5.82 -5.24 0.00 -111.8 0.00 111.80 1,891.73 503.40 1,643.65 1,408.40 4.41 -0.72 0.083 50.00 -5.82 -5.24 0.00 -111.8 0.00 111.80 727.36 218.21 235.01 236.48 4.41 -0.72 0.481 52.00 -5.58 -5.05 0.00 -100.8 0.00 100.85 727.36 218.21 235.01 236.48 4.72 -0.73 0.435 55.00 -5.09 -3.85 0.00 -85.7 0.00 85.69 727.36 218.21 235.01 236.48 5.25 -0.95 0.370 60.00 -4.56 -3.70 0.00 -66.4 0.00 66.44 727.36 218.21 235.01 236.48 6.4 -1.25 0.287 65.00 -3.98 -2.88 0.00 -47.9 0.00 47.92 727.36 218.21 235.01 236.48 7.84 -1.47 0.208 66.00 -3.68 -2.78 0.00 -45.0 0.00 45.05 727.36 218.21 235.01 236.48 8.15 -1.51 0.196 70.00 -3.29 -2.63 0.00 -33.9 0.00 33.93 727.36 218.21 235.01 236.48 9.47 -1.64 0.148 75.00 -2.74 -1.77 0.00 -20.8 0.00 20.79 727.36 218.21 235.01 236.48 11.25 -1.74 0.092 76.00 -2.21 -1.65 0.00 -19.0 0.00 19.02 727.36 218.21 235.01 236.48 11.61 -1.76 0.084 80.00 -1.85 -1.49 0.00 -12.4 0.00 12.40 727.36 218.21 235.01 236.48 13.11 -1.81 0.055 85.00 -1.10 -0.51 0.00 -4.9 0.00 4.94 727.36 218.21 235.01 236.48 15.02 -1.84 0.022 90.00 -0.67 -0.38 0.00 -2.4 0.00 2.38 727.36 218.21 235.01 236.48 16.96 -1.86 0.011 90.00 -0.67 -0.38 0.00 -2.4 0.00 2.38 264.58 79.37 57.94 58.30 16.96 -1.86 0.043 93.00 -0.53 -0.22 0.00 -1.0 0.00 1.01 264.58 79.37 57.94 58.30 18.13 -1.86 0.019 95.00 -0.45 -0.18 0.00 -0.6 0.00 0.57 264.58 79.37 57.94 58.30 18.91 -1.87 0.011 96.00 -0.15 -0.12 0.00 -0.4 0.00 0.39 264.58 79.37 57.94 58.30 19.3 -1.87 0.007 98.00 -0.07 -0.02 0.00 -0.0 0.00 0.04 264.58 79.37 57.94 58.30 20.08 -1.87 0.001 100.00 0.00 -0.02 0.00 0.0 0.00 0.00 264.58 79.37 57.94 58.30 20.87 -1.87 0.000 ©2007-2020 by ATC LLC.All rights reserved. Page 4 of 12 Model Id:20174 Scenario Id:182955 12/9/2021 15:43:08 ASSET: 373337,Orient Point CODE: ANSI/TIA-222-H CUSTOMER: DISH WIRELESS L.L.C. ENG NO: 13738829 C3 04 Load Case:0.9D+1.OW 128 mph wind with no ice 23 Iterations Gust Response Factor: 1.10 Dead load Factor: 0.90 Wind Load Factor: 1.00 CALCULATED FORCES Seg Pu Vu Tu Mu Mu Resultant Phi Phi Phi Phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -11.13 -10.64 0.00 -535.4 0.00 535.41 2,030.86 572.68 2,127.13 1,721.50 0 0 0.317 5.00 -10.52 -10.18 0.00 -482.2 0.00 482.23 2,016.99 565.06 2,070.87 1,686.84 0.06 -0.1 0.291 10.00 -9.93 -9.74 0.00 -431.3 0.00 431.31 2,002.76 557.43 2,015.37 1,652.20 0.22 -0.2 0.266 15.00 -9.34 -9.28 0.00 -382.6 0.00 382.63 1,988.17 549.81 1,960.62 1,617.60 0.48 -0.29 0.242 20.00 -8.76 -8.81 0.00 -336.2 0.00 336.21 1,973.23 542.19 1,906.63 1,583.04 0.83 -0.37 0.217 25.00 -8.19 -8.33 0.00 -292.1 0.00 292.14 1,957.93 534.56 1,853.39 1,548.54 1.26 -0.45 0.193 30.00 -7.63 -7.83 0.00 -250.5 0.00 250.51 1,942.28 526.94 1,800.90 1,514.11 1.77 -0.52 0.170 35.00 -7.08 -7.31 0.00 -211.4 0.00 211.38 1,926.27 519.31 1,749.17 1,479.76 2.34 -0.58 0.147 40.00 -6.54 -6.79 0.00 -174.8 0.00 174.82 1,909.91 511.69 1,698.19 1,445.50 2.98 -0.63 0.125 45.00 -5.56 -6.35 0.00 -140.9 0.00 140.89 1,908.47 511.03 1,693.81 1,442.54 3.66 -0.68 0.101 48.00 -4.57 -5.41 0.00 -121.8 0.00 121.84 1,898.47 506.45 1,663.62 1,422.04 4.1 -0.7 0.088 50.00 -4.35 -5.22 0.00 -110.9 0.00 110.92 1,891.73 503.40 1,643.65 1,408.40 4.39 -0.71 0.081 50.00 -4.35 -5.22 0.00 -110.9 0.00 110.92 727.36 218.21 235.01 236.48 4.39 -0.71 0.476 52.00 -4.17 -5.03 0.00 -100.0 0.00 100.01 727.36 218.21 235.01 236.48 4.7 -0.73 0.429 55.00 -3.80 -3.82 0.00 -84.9 0.00 84.91 727.36 218.21 235.01 236.48 5.22 -0.94 0.365 60.00 -3.40 -3.67 0.00 -65.8 0.00 65.78 727.36 218.21 235.01 236.48 6.37 -1.24 0.283 65.00 -2.97 -2.85 0.00 -47.4 0.00 47.41 727.36 218.21 235.01 236.48 7.8 -1.46 0.205 66.00 -2.75 -2.75 0.00 -44.6 0.00 44.56 727.36 218.21 235.01 236.48 8.11 -1.5 0.192 70.00 -2.45 -2.60 0.00 -33.6 0.00 33.55 727.36 218.21 235.01 236.48 9.42 -1.62 0.145 75.00 -2.05 -1.75 0.00 -20.5 0.00 20.54 727.36 218.21 235.01 236.48 11.18 -1.73 0.090 76.00 -1.64 -1.64 0.00 -18.8 0.00 18.79 727.36 218.21 235.01 236.48 11.54 -1.75 0.082 80.00 -1.37 -1.48 0.00 -12.2 0.00 12.24 727.36 218.21 235.01 236.48 13.03 -1.79 0.054 85.00 -0.82 -0.50 0.00 -4.9 0.00 4.86 727.36 218.21 235.01 236.48 14.93 -1.83 0.022 90.00 -0.50 -0.37 0.00 -2.4 0.00 2.35 727.36 218.21 235.01 236.48 16.85 -1.84 0.011 90.00 -0.50 -0.37 0.00 -2.4 0.00 2.35 264.58 79.37 57.94 58.30 16.85 -1.84 0.042 93.00 -0.40 -0.21 0.00 -1.0 0.00 0.99 264.58 79.37 57.94 58.30 18.01 -1.85 0.019 95.00 -0.33 -0.18 0.00 -0.6 0.00 0.56 264.58 79.37 57.94 58.30 18.78 -1.85 0.011 96.00 -0.11 -0.12 0.00 -0.4 0.00 0.39 264.58 79.37 57.94 58.30 19.17 -1.85 0.007 98.00 -0.05 -0.02 0.00 -0.0 0.00 0.04 264.58 79.37 57.94 58.30 19.95 -1.86 0.001 100.00 0.00 -0.02 0.00 0.0 0.00 0.00 264.58 79.37 57.94 58.30 20.72 -1.86 0.000 ©2007-2020 by ATC LLC.All rights reserved. Page 5 of 12 Model Id:20174 Scenario Id:182955 12/9/2021 15:43:08 ASSET: 373337,Orient Point CODE: ANSI/TIA-222-H CUSTOMER: DISH WIRELESS L.L.C. ENG NO: 13738829 C3 04 Load Case:1.2D+1.ODi+1.0VA 50 mph wind with V radial ice 22 Iterations Gust Response Factor: 1.10 Ice Dead Load Factor 1.00 Dead load Factor: 1.20 Ice Importance Factor 1.00 Wind Load Factor: 1.00 CALCULATED FORCES Seg Pu Vu Tu Mu Mu Resultant Phi Phi Phi Phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -19.87 -2.78 0.00 -142.5 0.00 142.48 2,030.86 572.68 2,127.13 1,721.50 0 0 0.093 5.00 -18.88 -2.67 0.00 -128.6 0.00 128.58 2,016.99 565.06 2,070.87 1,686.84 0.02 -0.03 0.086 10.00 -17.88 -2.55 0.00 -115.2 0.00 115.24 2,002.76 557.43 2,015.37 1,652.20 0.06 -0.05 0.079 15.00 -16.88 -2.44 0.00 -102.5 0.00 102.48 1,988.17 549.81 1,960.62 1,617.60 0.13 -0.08 0.072 20.00 -15.89 -2.32 0.00 -90.3 0.00 90.30 1,973.23 542.19 1,906.63 1,583.04 0.22 -0.1 0.065 25.00 -14.90 -2.19 0.00 -78.7 0.00 78.72 1,957.93 534.56 1,853.39 1,548.54 0.34 -0.12 0.058 30.00 -13.92 -2.06 0.00 -67.8 0.00 67.78 1,942.28 526.94 1,800.90 1,514.11 0.47 -0.14 0.052 35.00 -12.95 -1.92 0.00 -57.5 0.00 57.50 1,926.27 519.31 1,749.17 1,479.76 0.63 -0.15 0.046 40.00 -11.98 -1.78 0.00 -47.9 0.00 47.89 1,909.91 511.69 1,698.19 1,445.50 0.8 -0.17 0.039 45.00 -10.43 -1.67 0.00 -39.0 0.00 38.97 1,908.47 511.03 1,693.81 1,442.54 0.98 -0.18 0.032 48.00 -8.79 -1.46 0.00 -34.0 0.00 33.97 1,898.47 506.45 1,663.62 1,422.04 1.1 -0.19 0.029 50.00 -8.38 -1.41 0.00 -31.0 0.00 31.03 1,891.73 503.40 1,643.65 1,408.40 1.18 -0.19 0.026 50.00 -8.38 -1.41 0.00 -31.0 0.00 31.03 727.36 218.21 235.01 236.48 1.18 -0.19 0.143 52.00 -8.08 -1.35 0.00 -28.1 0.00 28.09 727.36 218.21 235.01 236.48 1.26 -0.2 0.130 55.00 -7.42 -1.05 0.00 -24.0 0.00 24.03 727.36 218.21 235.01 236.48 1.4 -0.26 0.112 60.00 -6.81 -1.00 0.00 -18.8 0.00 18.77 727.36 218.21 235.01 236.48 1.72 -0.34 0.089 65.00 -6.11 -0.81 0.00 -13.8 0.00 13.76 727.36 218.21 235.01 236.48 2.11 -0.41 0.067 66.00 -5.53 -0.78 0.00 -13.0 0.00 12.95 727.36 218.21 235.01 236.48 2.2 -0.42 0.062 70.00 -5.06 -0.72 0.00 -9.8 0.00 9.85 727.36 218.21 235.01 236.48 2.56 -0.45 0.049 75.00 -4.38 -0.52 0.00 -6.2 0.00 6.23 727.36 218.21 235.01 236.48 3.05 -0.48 0.032 76.00 -3.43 -0.48 0.00 -5.7 0.00 5.71 727.36 218.21 235.01 236.48 3.15 -0.49 0.029 80.00 -3.00 -0.42 0.00 -3.8 0.00 3.80 727.36 218.21 235.01 236.48 3.57 -0.5 0.020 85.00 -1.69 -0.18 0.00 -1.7 0.00 1.69 727.36 218.21 235.01 236.48 4.1 -0.51 0.009 90.00 -1.17 -0.13 0.00 -0.8 0.00 0.80 727.36 218.21 235.01 236.48 4.65 -0.52 0.005 90.00 -1.17 -0.13 0.00 -0.8 0.00 0.80 264.58 79.37 57.94 58.30 4.65 -0.52 0.018 93.00 -0.95 -0.08 0.00 -0.4 0.00 0.35 264.58 79.37 57.94 58.30 4.97 -0.52 0.010 95.00 -0.85 -0.06 0.00 -0.2 0.00 0.19 264.58 79.37 57.94 58.30 5.19 -0.52 0.006 96.00 -0.22 -0.04 0.00 -0.1 0.00 0.13 264.58 79.37 57.94 58.30 5.3 -0.52 0.003 98.00 -0.10 -0.01 0.00 -0.0 0.00 0.02 264.58 79.37 57.94 58.30 5.52 -0.52 0.001 100.00 0.00 -0.01 0.00 0.0 0.00 0.00 264.58 79.37 57.94 58.30 5.74 -0.52 0.000 ©2007-2020 by ATC LLC.All rights reserved. Page 6 of 12 Model Id:20174 Scenario Id:182955 12/9/2021 15:43:08 ASSET: 373337,Orient Point CODE: ANSI/'FIA-222-H CUSTOMER: DISH WIRELESS L.L.C. ENG NO: 13738829_C3_04 Load Case:1.OD+1.OW 60 mph Wind with No Ice 22 Iterations Gust Response Factor: 1.10 Dead load Factor: 1.00 Wind Load Factor: 1.00 CALCULATED FORCES Seg Pu Vu Tu Mu Mu Resultant Phi Phi Phi Phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -12.38 -2.15 0.00 -110.5 0.00 110.50 2,030.86 572.68 2,127.13 1,721.50 0 0 0.070 5.00 -11.72 -2.07 0.00 -99.7 0.00 99.73 2,016.99 565.06 2,070.87 1,686.84 0.01 -0.02 0.065 10.00 -11.08 -1.98 0.00 -89.4 0.00 89.40 2,002.76 557.43 2,015.37 1,652.20 0.05 -0.04 0.060 15.00 -10.44 -1.89 0.00 -79.5 0.00 79.52 1,988.17 549.81 1,960.62 1,617.60 0.1 -0.06 0.054 20.00 -9.80 -1.80 0.00 -70.1 0.00 70.07 1,973.23 542.19 1,906.63 1,583.04 0.17 -0.08 0.049 25.00 -9.18 -1,.70 0.00 -61.1 0.00 61.08 1,957.93 534.56 1,853.39 1,548.54 0.26 -0.09 0.044 30.00 -8.56 -1.60 0.00 -52.6 0.00 52.57 1.,942.28 526.94 1,800.90 1,514.11 0.37 -0.11 0.039 35.00 =7.95 -1.50 0.00 -44.6 0.00 44.56 1,926.27 . 519.31 1,749.17 1,479.76 0.49 -0.12 0.034 40.00 -7.35 -1.40 0.00 -37.0 0.00 37.05 1,909.91 511.69 1,698.19 1,445.50 0.62 -0.13 0.029 45.00 -6.26 -1.31 0.00 -30.0 0.00 30.05 1,908.47 511.03 1,693.81 1,442.54 0.76 -0.14 0.024 48.00 -5.15 -1.13 0.00 -26.1 0.00 26.11 1,898.47 506.45 1,663.62 1,422.04 0.85 -0.15 0.021 50.00 -4.90 -1.09 0.00 -23.8 0.00 23.84 1,891.73 503.40 1,643.65 1,408.40 0.91 -0.15 0.020 50.00 -4.90 -1.09 0.00 -23.8 0.00 23.84 727.36 218.21 235.01 236.48 0.91 -0.15 0.108 52.00 -4.71 -1.05 0.00 -21.6 0.00 21.56 727.36 218.21 235.01 236.48 0.98 -0.15 0.098 55.00 -4.30 =0.81 0.00 -18.4 0.00 18.41 727.36 218.21 235.01 236.48 1.09 -0.2 0.084 60.00 -3.87 -0.78 0.00 -14.4 0.00 14.36 727.36 218.21 235.01 236.48 1.33 -0.26 0.066 65.00 -3.38 -0.61 0.00 -10.5 0.00 10.48 727.36 218.21 235.01 236.48 1.63 -0.31 0.049. 66.00 -3.13 -0.59 0.00 -9.9 0.00 9.87 727.36 218.21 235.01 236.48 1,.7 -0.32 0.046 70.00 -2.80 -0.56 0.00 -7.5 0.00 7.51 727.36 " 218.21 235.01 236.48 1.98 -0.35 0.036 75.00 -2.33 -0.39 0.00 -4.7 0.00 4.73 727.36 218.21 235.01 236.48 2.36 -0.37 0.023 76.00 -1.88 -0.36 0.00 -4.3 0.00 4.34 727.36 218.21 235.01 236.48 2.44 -0.38 0.021 80.00 -1.57 -0.33 0.00 -2.9 0.00 2.90 727.36 218.21 235.01 236.48 2.76 -0.39 0.014 85.00 -0.93 -0.13 0.00 -1.3 0.00 1.26 727.36 218.21 235.01 236.48 3.17 -0.4 0.007 90.00 -0.57 -0.10 0.00 -0.6 0.00 0.61 727.36 218.21 235.01 236.48 3.58 -0.4 0.003 90.00 -0.57 -0.10 0.00 -0.6 0.00 0.61 264.58 79.37 57.94 58.30 3.58 -0.4 0.013 93.00 -0.45 -0.06 0.00 -0.3 0.00 0.27 264.58 79.37 57.94 58.30 3.83 -0.4 0.006 95.00 -0.38 -0:05 0.00 -0.2 0.00 0.15 264.58: 79.37 57.94 58.30 4 -0.4 0.004 96.00 -0.12 -0.03 0.00 -0.1 0.00 0.10 264.58 79.37 57.94 58.30 4.09 -0.4 0.002 98.00 -0.06 -0.01 0.00 -0.0 0.00 0.01 264.58 79.37 57.94 58.30 4.25 -0.4 0.000 100.00 0.00 -.0.01 0.00 0.0 0.00 0.00 264.58 79.37 57.94 58.30 4.42 -0.4 0.000 ©2007-2020 by ATC LLC.All rights reserved. Page 7 of 12 Model Id:20174 ScenarioId:182955 12/9/2021 15:43:08 ASSET: 373337,Orient Point CODE: ANSI/TIA-222-H CUSTOMER: DISH WIRELESS L.L.C. ENG NO: 13738829 C3 04 _ EQUIVALENT LATERAL FORCES METHOD ANALYSIS (Based on ASCE7-16 Chapters 11, 12 and 15) Spectral Response Acceleration for Short Period(Ss): 0.183 Spectral Response Acceleration at 1.0 Second Period(Sj): 0.051 Long-Period Transition Period(TL-Seconds): 6 Importance Factor(le): 1.000 Site Coefficient Fa: 1.600 Site Coefficient Fv: 2.400 Response Modification Coefficient(R): 1.500 Design Spectral Response Acceleration at Short Period(Sda): 0.195 Design Spectral Response Acceleration at 1.0 Second Period(Shc): 0.082 Seismic Response Coefficient(Ca): 0.049 Upper Limit Cs: 0.049 Lower Limit Cs: 0.030 Period based on Rayleigh Method(sec): 1.120 Redundancy Factor(p): 1.000 Seismic Force Distribution Exponent(k): 1..310 Total Unfactored Dead Load: 12.380 k Seismic Base Shear(E): 0.600 k 1.2D+.1.6Ev+1.6Eh Seismic Height Above Horizontal Vertical Base Weight W. Force Force Segment (ft) (lb) (Ib-ft) CX (lb) (lb) 27 99 57 23 0.012 7 71 26 97 58 23 0.012 7 72 25 95.5 35 14 0.007 4 43 24 94 70 27 0.013 8 86 23 91.5 106 39 0.020 12 131 22 87.5 360 125 0.063 38 447 21 82.5 380 122 0.062 37 471 20 78 304 91 0.046 28 377 19 75.5 81 23 0.012 7 101 18 72.5 407 110 0.056 34 504 17 68 326 81 0.041 25 403 16 65.5 85 20 0.010 6 106 15 62.5 427 95 0.048 29 529 14 57.5 427 85 0.043 26 529 13 53.5 257 47 0.024 14 318 12 51 172 29 0.015 9 213 11 49 237 38 0.019 12 293 10 46.5 357 54 0.027 17 443 9 42.5 1,094 147 0.074 45 1,355 8 37.5 602 69 0.035 21 746 7 32.5 609 58 0.029 18 755 6 27.5 617 47 0.024 14 764 5 22.5 624 37 0.018 11 773 4 17.5 632 27 0.014 8 783 3 12.5 639 17 0.009 5 792 2 7.5 646 9 0.005 3 801 1 2.5 654 2 0.001 1 810 Generic 4'Omni 98 10 4 0.002 1 12 Generic 4'Omni 50 10 2 0.001 1 12 Andrew ETT19V2S12UB 96 66 26 0.013 8 82 Commscope SBNHH-1 D65B 96 152 59 0.030 18 188 Generic 5'Dipole 93 15 6 0.003 2 19 RFS FDAP5002/1 C-3L 85 38 13 0.006 4 48 Amphenol Ante[CWX063X13G00 85 160 53 0.027 16 198 ©2007-2020 by ATC LLC.All rights reserved. Page 8 of 12 Model Id:20174 Scenario Id:182955 12/9/2021 15:43:08 ASSET: 373337,Orient Point CODE: ANS1/TIA-222-H CUSTOMER: DISH WIRELESS L.L.C. ENG NO: 13738829 C3 04 Height Above Horizontal Vertical Base Weight WZ Force Force Segment (ft) (lb) (Ib-ft) C, (lb) ([b) Concealment Canister 85 69 23 0.012 7 86 Concealment Canister 75 69 20 0.010 6 86 Concealment Canister 65 69 16 0.008 5 86 Concealment Canister 55 69 13 0.007 4 86 Commscope CBC71726-DP-2X 76 42 12 0.006 4 52 Commscope CBC782123-DS 76 78 22 0.011 7 97 CCI HPA-65F-BUU-H2 76 46 13 0.007 4 57 Quintel QS4658-3E 76 204 59 0.030 18 253 Commscope CDX623T-DS-T 66 30 7 0.004 2 38 Commscope FVV-65B-R3 66 132 32 0.016 10 163 Generic 12'Omni 55 40 8 0.004 2 50 Generic 12'Dipole 55 40 8 0.004 2 50 Generic 8'Omni 52 25 4 0.002 1 31 Generic Round Side Arm 48 750 118 0.060 36 929 12,377 1,977 1.000 604 15,336 0.9D-1.0Ev+1.0Eh Seismic(Reduced DL) Height Above Horizontal Vertical Base Weight W. Force Force Segment (ft) (Ib) (Ib-ft) C, (lb) ([b) 27 99 57 23 0.012 7 49 26 97 58 23 0.012 7 50 25 95.5 35 14 0.007 4 30 24 94 70 27 0.013 8 60 23 91.5 106 39 0.020 12 91 22 87.5 360 125 0.063 38 310 21 82.5 380 122 0.062 37 327 20 78 304 91 0.046 28 262 19 75.5 81 23 0.012 7 70 18 72.5 407 110 0.056 34 350 17 68 326 81 0.041 25 280 16 65.5 85 20 0.010 6 73 15 62.5 427 95 0.048 29 367 14 57.5 427 85 0.043 26 367 13 53.5 257 47 0.024 14 221 12 51 172 29 0.015 9 148 11 49 237 38 0.019 12 204 10 46.5 357 54 0.027 17 308 9 42.5 1,094 147 0.074 45 942 8 37.5 602 69 0.035 21 518 7 32.5 609 58 0.029 18 525 6 27.5 617 47 0.024 14 531 5 22.5 624 37 0.018 11 537 4 17.5 632 27 0.014 8 544 3 12.5 639 17 0.009 5 550 2 7.5 646 9 0.005 3 557 1 2.5 654 2 0.001 1 563 Generic 4'Omni 98 10 4 0.002 1 9 Generic 4'Omni 50 10 2 0.001 1 9 Andrew ETT19V2S12UB 96 66 26 0.013 8 57 Commscope SBNHH-1 D65B 96 152 59 0.030 18 131 Generic 5'Dipole 93 15 6 0.003 2 13 RFS FDAP5002/1 C-31- 85 38 13 0.006 4 33 Amphenol Ante[CWX063X13G00 85 160 53 0.027 16 138 Concealment Canister 85 69 23 0.012 7 60 Concealment Canister 75 69 20 0.010 6 60 Concealment Canister 65 69 16 0.008 5 60 Concealment Canister 55 69 13 0.007 4 60 Commscope CBC71726-DP-2X 76 42 12 0.006 4 36 Commscope CBC782123-DS 76 78 22 0.011 7 67 CCI HPA-65F-BUU-H2 76 46 13 0.007 4 39 Quintel QS4658-3E 76 204 59 0.030 18 176 Commscope CDX623T-DS-T 66 30 7 0.004 2 26 ©2007-2020 by ATC LLC.All rights reserved. Page 9 of 12 Model Id:20174 Scenario Id:182955 12/9/202115:43:08 ASSET: 373337,Orient Point CODE: ANSI/TIA-222-H CUSTOMER: DISH WIRELESS L.L.C. ENG NO: 13738829 C3 04 Height Above Horizontal Vertical Base Weight WZ Force Force Segment (ft) (lb) (Ib-ft) C, (lb) (lb) Commscope FVV-65B-R3 66 132 32 0.016 10 113 Generic 12'Omni 55 40 8 0.004 2 34 Generic 12'Dipole 55 40 8 0.004 2 34 Generic 8'Omni 52 25 4 0.002 1 22 Generic Round Side Arm 48 750 118 0.060 36 646 12,377 1,977 1.000 604 10,656 1.2D+1.0Ev+1.0Eh Seismic CALCULATED FORCES Seg Pu Vu Tu Mu Mu Resultant Phi Phi Phi Phi Total Elev FY(-) FX(-) MY MZ Mx Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (fr-kips) (ft-kips) (ft-kips) (kips) (kips) (kips) (kips) (in) (deg) Ratio 0.00 -14.53 -0.60 0.00 -38.26 0.00 38.26 2,030.86 572.68 2,127 1,721.50 0.00 0.00 0.03 5.00 -13.72 -0.60 0.00 -35.24 0.00 35.24 2,016.99 565.06 2,071 1,686.84 0.00 -0.01 0.03 10.00 -12.93 -0.60 0.00 -32.23 0.00 32.23 2,002.76 557.43 2,015 1,652.20 0.02 -0.01 0.03 15.00 -12.15 -0.59 0.00 -29.24 0.00 29.24 1,988.17 549.81 1,961 1,617.60 0.03 -0.02 0.02 20.00 -11.38 -0.58 0.00 -26.28 0.00 26.28 1,973.23 542.19 1,907 1,583.04 0.06 -0.03 0.02 25.00 -10.61 -0.57 0.00 -23.37 0.00 23.37 1,957.93 534.56 1,853 1,548.54 0.09 -0.03 0.02 30.00 -9.86 -0.55 0.00 -20.53 0.00 20.53 1,942.28 526.94 1,801 1,514.11 0.13 -0.04 0.02 35.00 -9.11 -0.53 0.00 -17.78 0.00 17.78 1,926.27 519.31 1,749 1,479.76 0.18 -0.04 0.02 40.00 -7.76 -0.48 0.00 -15.13 0.00 15.13 1,909.91 511.69 1,698 1,445.50 0.22 -0.05 0.02 45.00 -7.31 -0.47 0.00 -12.71 0.00 12.71 1,908.47 511.03 1,694 1,442.54 0.28 -0.05 0.01 48.00 -6.09 -0.42 0.00 -11.31 0.00 11.31 1,898.47 506.45 1,664 1,422.04 0.31 -0.05 0.01 50.00 -5.87 -0.41 0.00 -10.47 0.00 10.47 1,891.73 503.40 1,644 1,408.40 0.34 -0.06 0.01 50.00 -5.87 -0.41 0.00 -10.47 0.00 10.47 727.36 218.21 235 236.48 0.34 -0.06 0.05 52.00 -5.52 -0.39 0.00 -9.66 0.00 9.66 727.36 218.21 235 236.48 0.36 -0.06 0.05 55.00 -4.80 -0.36 0.00 -8.47 0.00 8.47 727.36 218.21 235 236.48 0.40 -0.08 0.04 60.00 -4.27 -0.33 0.00 -6.67 0.00 6.67 727.36 218.21 235 236.48 0.50 -0.11 0.03 60.00 -4.27 -0.33 0.00 -6.67 0.00 6.67 727.36 218.21 235 236.48 0.50 -0.11 0.03 65.00 -4.08 -0.32 0.00 -5.00 0.00 5.00 727.36 218.21 235 236.48 0.63 -0.13 0.03 66.00 -3.48 -0.28 0.00 -4.68 0.00 4.68 727.36 218.21 235 236.48 0.66 -0.14 0.03 70.00 -2.97 -0.25 0.00 -3.54 0.00 3.54 727.36 218.21 235 236.48 0.77 -0.15 0.02 70.00 -2.97 -0.25 0.00 -3.54 0.00 3.54 727.36 218.21 235 236.48 0.77 -0.15 0.02 75.00 -2.79 -0.24 0.00 -2.29 0.00 2.29 727.36 218.21 235 236.48 0.94 -0.16 0.01 76.00 -1.95 -0.18 0.00 -2.05 0.00 2.05 727.36 218.21 235 236.48 0.97 -0.16 0.01 80.00 -1.48 -0.14 0.00 -1.35 0.00 1.35 727.36 218.21 235 236.48 1.11 -0.17 0.01 80.00 -1.48 -0.14 0.00 -1.35 0.00 1.35 727.36 218.21 235 236.48 1.11 -0.17 0.01 85.00 -0.70 -0.07 0.00 -0.67 0.00 0.67 727.36 218.21 235 236.48 1.29 -0.17 0.00 90.00 -0.57 -0.06 0.00 -0.32 0.00 0.32 727.36 218.21 235 236.48 1.47 -0.17 0.00 90.00 -0.57 -0.06 0.00 -0.32 0.00 0.32 264.58 79.37 58 58.30 1.47 -0.17 0.01 93.00 -0.47 -0.05 0.00 -0.15 0.00 0.15 264.58 79.37 58 58.30 1.57 -0.17 0.00 95.00 -0.42 -0.04 0.00 -0.06 0.00 0.06 264.58 79.37 58 58.30 1.65 -0.17 0.00 96.00 -0.08 -0.01 0.00 -0.02 0.00 0.02 264.58 79.37 58 58.30 1.68 -0.17 0.00 98.00 0.00 0.00 0.00 0.00 0.00 0.00 264.58 79.37 58 58.30 1.76 -0.17 0.00 100.00 0.00 0.00 0.00 0.00 0.00 0.00 264.58 79.37 58 58.30 1.83 -0.17 0.00 0.9D-1.0Ev+1.OEh Seismic(Reduced DL) ----------::-:_.---- -__- CALCULATED FORCES Seg Pu Vu Tu Mu Mu Resultant Phi Phi Phi Phi Total Elev FY(-) FX(-) MY MZ Mx Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (fr-kips) (ft-kips) (ft-kips) (kips) (kips) (kips) (kips) (in) (deg) Ratio 0.00 -10.09 -0.60 0.00 -38.09 0.00 38.09 2,030.86 572.68 2,127 1,721.50 0.00 0.00 0.03 5.00 -9.54 -0.60 0.00 -35.08 0.00 35.08 2,016.99 565.06 2,071 1,686.84 0.00 -0.01 0.03 10.00 -8.99 -0.60 0.00 -32.07 0.00 32.07 2,002.76 557.43 2,015 1,652.20 0.02 -0.01 0.02 15.00 -8.44 -0.59 -0.00 -29.08 0.00 29.08 1,988.17 549.81 1,961 1,617.60 0.03 -0.02 0.02 20.00 -7.91 -0.58 0.00 -26.13 0.00 26.13 1,973.23 542.19 1,907 1,583.04 0.06 -0.03 0.02 25.00 -7.37 -0.57 0.00 -23.23 0.00 23.23 1,957.93 534.56 1,853 1,548.54 0.09 -0.03 0.02 30.00 -6.85 -0.55 0.00 -20.41 0.00 20.41 1,942.28 526.94 1,801 1,514.11 0.13 -0.04 0.02 35.00 -6.33 -0.53 0.00 -17.67 0.00 17.67 1,926.27 519.31 1,749 1,479.76 0.17 -0.04 0.02 40.00 -5.39 -0.48 0.00 -15.03 0.00 15.03 1,909.91 511.69 1,698 1,445.50 0.22 -0.05 0.01 ©2007-2020 by ATC LLC.All fights reserved. Page 10 of 12 Model Id:20174 Scenario Id:182955 12/9/202115:43:08 ASSET: 373337,Orient Point CODE: ANSIITIA-222-H CUSTOMER: DISH WIRELESS L.L.C. ENG NO: 13738829 C3 04 Seg Pu Vu Tu Mu Mu Resultant Phi Phi Phi Phi Total Elev FY(-) FX(-) MY MZ Mx Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (fr-kips) (ft-kips) (ft-kips) (kips) (kips) (kips) (kips) (in) (deg) Ratio 45.00 -5.08 -0.47 0.00 -12.62 0.00 12.62 1,908.47 511.03 1,694 1,442.54 0.28 -0.05 0.01 48.00 -4.23 -0.42 0.00 -11.22 0.00 11.22 1,898.47 506.45 1,664 1,422.04 0.31 -0.05 0.01 50.00 -4.08 -0.41 0.00 -10.39 0.00 10.39 1,891.73 503.40 1,644 1,408.40 0.33 -0.06 0.01 50.00 -4.08 -0.41 0.00 -10.39 0.00 10.39 727.36 218.21 235 236.48 0.33 -0.06 0.05 52.00 -3.83 -0.39 0.00 -9.57 0.00 9.57 727.36 218.21 235 236.48 0.36 -0.06 0.05 55.00 -3.34 -0.36 0.00 -8.40 0.00 8.40 727.36 218.21 235 236.48 0.40 -0.08 0.04 60.00 -2.97 -0.33 0.00 -6.61 0.00 6.61 727.36 218.21 235 236.48 0.50 -0.11 0.03 60.00 -2.97 -0.33 0.00 -6.61 0.00 6.61 727.36 218.21 235 236.48 0.50 -0.11 0.03 65.00 -2.84 -0.32 0.00 -4.95 0.00 4.95 727.36 218.21 235 236.48 0.62 -0.13 0.03 66.00 -2.42 -0.28 0.00 -4.64 0.00 4.64 727.36 218.21 235 236.48 0.65 -0.13 0.02 70.00 -2.07 -0.25 0.00 -3.51 0.00 3.51 727.36 218.21 235 236.48 0.77 -0.15 0.02 70.00 -2.07 -0.25 0.00 -3.51 0.00 3.51 727.36 218.21 235 236.48 0.77 -0.15 0.02 75.00 -1.94 -0.23 0.00 -2.27 0.00 2.27 727.36 218.21 235 236.48 0.93 -0.16 0.01 76.00 -1.36 -0.17 0.00 -2.03 0.00 2.03 727.36 218.21 235 236.48 0.96 -0.16 0.01 80.00 -1.03 -0.14 0.00 -1.34 0.00 1.34 727.36 218.21 235 236.48 1.10 -0.17 0.01 80.00 -1.03 -0.14 0.00 -1.34 0.00 1.34 727.36 218.21 235 236.48 1.10 -0.17 0.01 85.00 -0.49 -0.07 0.00 -0.66 0.00 0.66 727.36 218.21 235 236.48 1.28 -0.17 0.00 90.00 -0.40 -0.06 0.00 -0.32 0.00 0.32 727.36 218.21 235 236.48 1.46 -0.17 0.00 90.00 -0.40 -0.06 0.00 -0.32 0.00 0.32 264.58 79.37 58 58.30 1.46 -0.17 0.01 93.00 -0.33 -0.05 0.00 -0.15 0.00 0.15 264.58 79.37 58 58.30 1.56 -0.17 0.00 95.00 -0.30 -0.04 0.00 -0.06 0.00 0.06 264.58 79.37 58 58.30 1.64 -0.17 0.00 96.00 -0.06 -0.01 0.00 -0.02 0.00 0.02 264.58 79.37 58 58.30 1.67 -0.17 0.00 98.00 0.00 0.00 0.00 0.00 0.00 0.00 264.58 79.37 58 58.30 1.74 -0.17 0.00 100.00 0.00 0.00 0.00 0.00 0.00 0.00 264.58 79.37 58 58.30 1.82 -0.17 0.00 ©2007-2020 by ATC LLC.All rights reserved. Page 11 of 12 Model Id:20174 Scenario Id:182955 12/9/2021 15:43:08 ASSET: 373337,Orient Point CODE: ANSIITIA-222-H CUSTOMER: DISH WIRELESS L.L.C. ENG NO: 13738829_C3_04 ANALYSIS SUMMARY Reactions Max Usage Shear Shear Axial Moment Moment Moment FX FZ FY MX MY MZ Elev Interaction Load Case (kips) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft) Ratio 1.2D+1.OW 10.64 0.00 14.84 0.00 0.00 537.23 50.00 0.48 0.9D+1.OW 10.64 0.00 11.13 0.00 0.00 535.41 50.00 0.48 1.2D+1.0Di+1.0Wi 2.78 0.00 19.87 0.00 0.00 142.48 50.00 0.14 1.2D+1.0Ev+1.OEh 0.60 0.00 14.53 0.00 0.00 38.26 50.00 0.05 0.9D-1.0Ev+1.OEh 0.60 0.00 10.09 0.00 0.00 38.09 50.00 0.05 1.OD+1.OW 2.15 0.00 12.38 0.00 0.00 110.50 50.00 0.11 ©2007-2020 byATC LLC.All rights reserved. Page 12 of 12 Model Id:20174 Scenario Id:182955 12/9/2021 15:43:08 Y 373337-Orient Point,NY(ANSI/TIA-222-H) 3:32 PM 12/9/2021 A- ICANTOWER• Base Plate&Anchor Rod Analysis Pol�Dimensions Base Reactions Report Capaci-ties Number of Sides I 18 Moment,Mu 537.2 k-ft { Component + ':Capacity„ Result"r Diameter 41.38 In Axial,Pu i 14.8 j k Base Plate 17% Pas's - Thickness 1/4 in Shear,Vu 10.6 k Anchor Rods 78/o Pass' Orientation Offset Neutral Axis 30 Dwyidag Shape Round Diameter,0 53 in Thickness 11/2 in Grade A572-50 Yield Strength,Fy50 ksi Tensile Strength,Fu 65 I ksi Clip i N/A lin • ✓ , i Orientation Offset I 0 !" Anchor Rod Detail ! d n=0.5 • i r Clear Distance 31/2 lin s Applied Moment,Mu ! 125.3 Ik ``iso • Bending Stress,cl�Mn II 723.2 k e Original Anchor Rods Arrangement Radial i- > Quantity 9 • I Diameter,0 11/2 lin • Balt Circle 47 I in • Grade Other Yield Strength,Fy I 64 I ksi Tensile Strength,Fu 79 ksi Spacing 16.4 lin Orientation Offset 0 Applied Force,Pu k 64.8 ]k Anchor Rods,(�Pn C 83.3 JI k x:\N-R\Orient Point,NY(373337)\Structural Info\Monopole.Base-Plate-and-Anchor-Rod.v2.2 Checked By:5/14/2020 Calculations for Monopole Base Plate & Anchor Rod Analysis Reaction Distribution Geometric Properties Reaction Shear Moment Factor Section Gross Net Area Individual Threads Moment Vu Mu Area Inertia per Inch of Inertia j k k-ft .- I in' in' in° .. # in` Base Forces 10.6 537.2 1.00 Pole 32.1397 1.7855 0.0373 6796.91 Anchor Rod Forces 10.6 537.2 1.00 Bolt 1.7671 1.4053 0.1571 6 3256.33 Additional Bolt(Grpl)Forces Boltl Additional Bolt(Grp2)Forces Bolt2 Dywidag Forces Dywidag Stiffener Forces Stiffener Ft Anchor Rods shape Round - Anchor Rod Quantity,N 9 Diameter,D 53 in Rod Diameter,d 1.5 in Thickness,t 1.5 in Bolt Circle,BC 47 in Yield Strength,Fy 50 ksi Yield Strength,Fy 64 ksi Tensile Strength,Fu 65 ksi Tensile Strength,Fu 79 ksi Base Plate Chord 33.116 in Applied Axial,Pu 64.8 k Detail Type d Applied Shear,Vu 0.3 k Detail Factor 0.50 Compressive Capacity,(tPn 83.3 k Clear Distance 3.5 Tensile Capacity,4)Rnt 0.778 OK Interaction Capacity 0.634 OK External Base Plate Chord Length AA 25.571 in Additional AA 3.000 in Section Modulus,Z 16.071 in' Applied Moment,Mu 125.3 k-ft Bending Capacity,c�Mn 723.2 k-ft Capacity,Mu/d)Mn 0.173 OK Chord Length AB 24.502 in Additional AB 3.000 in Section Modulus,Z 15.470 in Applied Moment,Mu 104.6 k-ft Bending Capacity,c�Mn 696.1 k-ft Capacity,Mu/e?Mn 0.150 OK Bend Line Length 86.128 in Additional Bend Line 0.000 in Section Modulus,Z 48.447 in Applied Moment,Mu 125.3 k-ft Bending Capacity,(�Mn 2180.1 k-ft Capacity,Mu/(�Mn 0.057 OK Internal Base Plate Arc Length 0.000 in Section Modulus,Z 0.000 in Moment Arm 0.000 in Applied Moment,Mu 0.0 k-ft Bending Capacity,q)Mn 0.0 k-ft Capacity,Mu/(�Mn Site ID 373337 Site Name Orient Point,NY ArAF-R1CAIN TOWER® C O N P O P A T I O N Spoked Fkange Analysis for Concealinent Poles Spline Reactions Moment,Mu 2.4 j k-ft Axial,Pu 0.7 k Shear,Vu 0.4 k Elevation 90.0 ;ft Data SpineDiameter 8.625 lin Spine Thickness 0.322 in Monopole Diameter ( 32 in Monopole Thickness ,__0.5- in Bolt&Spoked Plate Parameters Bolt Quantity j 9 I# 0 Bolt Diameter 1 jin Bolt Circle16 tin Bolt Grade A325 Bolt Yield Strength,Fy 92 j ksi Bolt Tensile Strength,Fu 120 !ksi Spoke Flange Location Inner Spoke Quantity ? 6 i# Spoke Thickness 1 �in V Spoke Width 4 !in 0.6 k Inner Plate Diameter 19 'in Plate Grade A572-50 Plate Yield Strength,Fy ? s0 'ksi Has Stiffeners? ; No R- Unstiffened Spoke Length,a 6:5 in -0.5 k k Z=bdZ/4 MMMMEM 1.00 in3 Mol=1/8Nt oitBCZ. 288.0 in' M 5.4 k-in Agboit=(d„-0.9743/n)Zn/5 o.ss in Anhoit=Ag-Ahoies+tEs/49 0:61 in Thou=(Pu/Nbolt)-((Mu*BC/2)/Mol) 0:72 k Cbo11=(Pu/Nbolt)+((Mu*BC/2)/Mol) 0.87 k Muappued=Pu*a 5.44 k-in (DTn=0.9*Fy*Ag 48:19 k (DTn=0.75*Fu*An 54:54 k (DMn=0.9*Fy*Z 45:00' k-in -3.8 k-in Bolt&Plate Capacities Flange Bolt Stress 1% Pass Spoked Plate Stress L 12% Pass Weld Parameters Base Metal Parameters Weld Strength 70 'ksi Pole Grade A572-50 !- Top Weld Type Groove Pole Yield Strength,Fy 50 !ksi Side Weld Type j Fillet - Pole Tensile Strength,Fu 65 ksi Bottom Weld Type j FilletPole Thickness 1 0.5 iin Top Groove Thickness 3/16 in Rnappuea 073s k Side Fillet Thickness 3/16 in 011n=0.75"(0.6*Fu*Anv+Ubs*Fu"Ant) :x A20.00- k Bottom Fillet Thickness16 3 � / i in Shear&Rupture Stress 1%, Pass Rnappued 0.73 k Ae,Effective Area -1.88- '.in' mRn=0.75*0.6*Fexx*throat*a*I 68.84, o-k mRn=0.9*0.6*Fy*A OR mRn=0.75*0 6 Fu*A 50.83 k Weld Stress 1% Pass. . Shear&Rupture Stress 4%. Pass Town of Southold,, New York cKyscape Telecommunications Site Review C o N S « L T A N T S , a N Cl . Collocation Application 2423 S.Orange Ave#317 Orlando,FL 32806 Tel:877.438.2851 Fax:877.220.4593 August 24, 2022 Mr. Brian Cummings, Planner Town Hall Annex Building 53095 Route 25 Southold, NY 11971 PROVIDER/ID/NAME: Dish Wireless LLC/NYNYCO2243B TOWER OWNER/ID/NAME: American Tower/ 373337 /Orient Point ADDRESS: 23300 Main Road, Orient, NY l 1957 LATITUDE: 41' 08' 33.00"N LONGITUDE: 72' 17' 58.00"W SCTM#: 1000-18-5-13.008 Dear Mr. Cummings, At your request, on behalf of the Town of Southold ("Town"), CityScape Consultants, Inc. ("CityScape"), in its capacity as telecommunications consultant for the Town, has considered the merits of the above-referenced application submitted on behalf of Dish Wireless ("Applicant") to collocate new equipment on an existing one hundred (100) foot concealed monopole tower. The tower, owned by American Tower Corporation, is located at 23300 Main Road, Orient, New York,see Figure 1. T-Mobile, Verizon and AT&T also operate at this site. In emails sent to the Applicant between May 11, 2022 and August 23, 2022, CityScape directed the Applicant to resolve the following completeness deficiencies in its equipment collocation application: 1) Provide an RF human exposure analysis and report showing compliance with the FCC maximum RF energy levels and in accordance with Bulletin OET-65. The analysis should include all current transmitters on the tower as well as the proposed Dish facility. 2) Provide a signed and dated letter, writer identified by name and position, stating that Dish will comply with FCC rules and the FCC Best Practices Guide regarding interference to other radio facilities. This letter must come from either Dish or American Tower (tower owner). 3) There is a discrepancy between the construction drawings and the structural report regarding the proposed Dish equipment to be added to the tower. Sheets T-1 and A-2 of the CD package refer to an overvoltage protector to be installed on the tower, but the structural doesn't list the OVP in the proposed equipment. Also the CD specifies a Town of Southold—SCTM#1000-18-5-13.008 ckyscape Dish Wireless/NYNYCO2243B Page Cc7NSui, 'rA NTS , INC . single hybrid cable, while the SA specifies twelve 7/8" coax cables. Provide explanations and/or revise all documents that are in error. 4) In the antenna layout sketch of CD Sheet A-2, the antenna radiation center is stated as 46' 11" AGL but everywhere else in the CD pages, it is stated as 66'. Revise A-2 if necessary. Also the OVP isn't shown in the layout sketch. 5) Confirmation is needed that the proposed new cables will be installed inside the monopole shaft and not outside of it, as per the structural analysis report. As of August 24, 2022, the Applicant has submitted all information needed for CityScape to complete the review of the application. The elevation sketch of the structure as submitted (Sheet A-2 of the Construction Drawings) notes that the new cables are to be mounted outside the monopole which is erroneous. The Applicant confirmed to CityScape that the cables will be routed inside the monopole. CityScape has made the correction on this sketch, see Figure 2, as well as corrected the height to the top of the monopole (100 feet rather than 90 feet). Support Structure & Equipment The Applicant proposes to install a new collocated wireless facility on the tower for Dish Wireless by adding the following equipment at the sixty-six (66) foot above ground level, illustrated in Figures 2 and 3: TOWER EQUIPMENT 3 Commscope FVV-65B-R3 Antennas w/Mounts 3 Commscope CDX623T-DS-T Twin Diplexers w/Mounts 12 7/8"Cable(installed inside monopole) The above equipment will be entirely concealed behind the outer shell of the monopole, as is indicated in Figures 2 and 3. At ground level in the compound, see Figure 4, the Applicant proposes to install a new 5- foot by 7-foot steel equipment platform and a 12-inch wide waveguide bridge between the proposed platform and the monopole. Equipment on the platform will consist of the following: EQUIPMENT MOUNTED ON PROPOSED GROUND PLATFORM 1 Utility H-Frame 6 Fujitsu(3)TA08025-B604&(3)TA0825-13605 RRUs 1 Overvoltage Protector 1 Power Protective Cabinet 1 Telco Fiber Box 1 GPS Unit 1 1 Safety Switch(if required) 1 Ciena Box(if required) 1 Power Meter Socket Town of Southold—SCTM#1000-18-5-13.008 ckyscape Dish Wireless/NYNYCO2243B Page C0 NSui, 'rA NTS , INC All indicated ground-level changes will be within the fenced compound except for new fiber lines in conduit and a fiber vault, both of which will be underground and within the utility easement. Structural Anal The Applicant submitted a structural analysis report prepared by American tower, dated December 9, 2021, based on ANSI/EIA/TIA-222-H, Risk Category 11 and Exposure Category C standards. The analysis indicates that, after the Applicant's proposed modifications, the tower would be at 78% of maximum usage capacity (out of an allowable 105%) and the base foundation would be at 89% of maximum usage capacity (out of an allowable 1 10%). Thus, it is determined that the structure, with the proposed equipment, would be structurally compliant, see Figure 5. RF Exposure Safety To verify RF exposure safety, the Applicant provided an RF exposure assessment of the proposed installation based on mathematical worst-case calculations, prepared by Zheng Li and dated January 13, 2022. The information provided within the study was found to be consistent with FCC guidelines and takes into account the operations of the Applicant's proposed/existing facility and those of Verizon, AT&T, T-Mobile and other facilities known to operate at this site. The ground level analysis indicates that the maximum RF exposure level is only 16.8% of the general public MPE level, see Figure 6, thus meeting the FCC exposure requirements in ground-level areas that are unrestricted. FCC Compliance The Applicant submitted an affidavit from Dish's Project Manager, dated June 1, 2022, see Figure 7, stating that the proposed Dish wireless facility will comply with FCC Rules and the FCC Best Practices Guide regarding interference to other radio facilities in the area of the proposed site. Summary CityScape has determined this application to collocate a new wireless facility on an existing tower meets the requirements of an eligible facility in accordance with 47 CFR §1.6100 of the FCC Rules and recommends approval for streamlined processing and administrative approval, with the understanding that the proposed cables will be installed inside the monopole shaft. 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. Town of Southold—SCTM#1000-18-5-13.008 ckyscape Dish Wireless/NYNYCO2243B Page C0 NSui, 'rA NTS , INC 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 recommendations are based on technical merits without prejudice per prevailing laws and codes. CityScape verified that the proposed appurtenances shown by Applicant's construction drawings were listed in the structural report,but we did not independently verify the calculations, statements or the appropriateness of the analysis criteria contained in the structural report. Town staff should verify compliance with applicable building and fire codes prior to issuance of a permit for this modification. Respectfully submitted, B. Benjamin Evans Senior Project Engineer Cityscape Consultants, Inc. Town of Southold—SCTM#1000-18-5-13.008 Ckyscape Dish Wireless/NYNYCO2243B Page C0 NS iti, 'rA N 'rs , INC DeLorme Street Atlas USA&2049 �kjf�4 �ywr �ry�f�a� w4 ��,ifi,N rr Groff of f h„t ' i• �d o d .nteearn Lrrkn �(^�S rub Rd •Y"t M PnAPLF;4,c4 (D elk wit i�xfi `mgN RW < !. c rar pr.�Dart JJ fr rf a cpm skipp !r �P HALYOAKEAVE ER a "O tYrerot "aRC'r5r l 1q j r ry i a z P � G rn Rowe � rur V Data use subject to license. ft J DelL.orme.DelL.orme,Street Atlas USA@)2009. 0 400 800 1200 1600 2000 wwwdelorme.com PAIN(13.6-W) Data Zoom 14-0 Figure 1 — Site Location Map Town of Southold—SCTM#1000-18-5-13.008 Ckyscape Dish Wireless/NYNYCO2243B Page C0 NSuI, 'rA N 'rS , riwr �, . I`X v t 6J, Ar ML IN r ! EI T f 0 1 (1-i`0 (, AG ... TCP ELEV. 100'-0"AGL 3 PROPOSED DISH Wireless L.L.C. ANTENNAS Illt RAD CENTER 0 66'.-0"AGL I I ' I xl ia< sr.;^ � f,( I [t rf, 8, A_, , I I I I (1) PROPOSED DISH Wireless L.L.C. I HYBRID CABLE ROUTED-0IJT64 E-WSMEi ''........ POLE Cityscape Revisions (in blue) EXISTING DISH Wireless L.L.C. to correct and update sketch. ICE BRIDGE ''...... PROPOSED DISH Wireless L.L.C. I ''..... GPS UNIT I PROPOSED DISH Wireless L.L.C. I EQUIPMENT ON PROPOSED '...... I '...... STEEL PLATFORM '............ 1 I wIC I V Ix P,', 4, Figure 2 — Elevation Drawing of Structure & Proposed Equipment Town of Southold-SCTM#1000-18-5-13.008 ckyscape Dish Wireless/NYNYCO2243B Page 7 C 0 N S IT i, 'r A N 'r S I N C 34.2"CANISTER OUTER DIAMETER Al I PROPOSED DISH Wireless dR' L.L.C.ANTENNA(7YP. OF (1) PER SECTOR, (3) TOTAL) ----PROPOSEDH I Xj-'Ifllui V," — A-.�..� LD L.L.C..LC PROPOSED DISH .................. MOUNT Wireless L.I–C. CANISTER Gi 81 '0' &1 14-0 A Sze 34.2*CANISTER OUTER DIAMETER PROPOSED DISH Wireless L.L.C.Oj TWIN DIPLEXIERS (TY'P. OF (1) PER SECTOR, (3)TOTAL) PROPOSED DISH YJ,Idq ,JA. Wireless L.L.C. MOUNT PROPOSED DISH Wireless L.L.C. CANISTER RAD CENTER 0 61*-0" A,G,L 112" S' 0 1' 2' 3' ANTENNA LAYOUT 2 3/4'-1'-0' ANTENNA TRANSMISSION CABLE RRH OVP SECTOR POS. EXISTING OR MANUFACTURER -- MODEL TECH AZIMUTH HAD FEED LINE TYPE MANUFACTURER -- MODEL TECH POSMANUFACTURER PROPOSED CENTER?ENTER LENGTH NUMBER wom NUMBER MODEL AT TA08025-8604 5G Q (12) 7/8- COAX -- (1) RAYCAP A2 PROPOSED COMMSCOPE FW-65B--R3 5G 40' 66'-0' CABLES TA08025-13505 5G A2 RDIDG-9161–PF-48 (100- LONG) (ON GROUND) A3 B1 TA08025-8604 5G B2 B2 PROPOSED COMMSCOPE FVV-65B–R3 5G 160, 66'-0" SHARED */ALPHA TA08025--8605 5G B2 SHARED W/ALPHA --------------------------------------------------------------------------------------------------------------------- --------------------------------------------------- -------- B3 C1 TAO8025-8604 5G C2 PROPOSED COMMSCOPE FW-65B–R3 5G 280' 66'-0" SHARED W/ALPHA TA08025-8605 5G C2 SHARED W/ALPHA Figure 3 - Overhead View of Proposed Equipment Configuration Town of Southold—SCTM#1000-18-5-13.008 ckyscape Dish Wireless/NYNYCO2243B Page C0 NSui, 'rA N 'rs , INC N4Pr5 ROM P trtFltuA n ri a .Ow.P4' p4 t4alY iv'. f ",IY C i u(ttt!C M t �AN4t d:'uSM�m CY'4 Pun. �AQ�Yk4)P.11 v rvNn1C n i ui r. 1 w... {{I :, i fp1 .. •p��v C .. e. ,r_. __.__.,, ��--F— w rare 4r�rte,riar� u Tir N:N1r I R 7 rJ 7I I Wr A P tY Y f f G f.'. f }f':',.Pf d:`;k M1Y✓IS`4AR1 M i F.Y I:C M IA C N I.UeA V Y Y 4 G Y�vM Y kM :�Y W.W VLarFY Y tl AA"eL*YhfLrvC r PRO"— D11 lTry'XF'YUYY 1k id' Por' OYER,ALI.SHI—PLAN W AERIAL.L....YIL,W Figure 4 — Ground Compound Plan Sketches Town of Southold—SCTM#1000-18-5-13.008 Ckysicape Dish Wireless/NYNYCO2243B Page 9 C0 NS ii i, 'r A N 'r S , I N C RECEIVED '—' I-' --- � APR .2 6 2022LS6utFo0rown Planning Board AMERICAN TOWERO C 0 R P 0 R A T 1 0 N AIR*SMITH ENGINEERING Structural Analysis Report Structure 100 ft Concealment Pole ATC Site Name Orient Point,NY ATC Site Number 373337 Engineering Number 13738829C304 Proposed Carrier DISH WIRELESS L.L.C. Carrier Site Name NYNYCO2243B Carrier Site Number NYNYCO22436 City Sea pe Comments: Site Location 23300 Main Road Structural Usages determined to be 78% of Maximum Tower ORIENT,NY 11957-1102 Capacity and 89% of Maximurn 41.1425,-72.2994 Foundation Capacity. County Suffolk Date December 9,2021 ............................................................................................................................................................................................................................................................................................................. Max Usage 89% Result Pass* .......................................................... Prepared By: Reviewed By: EW 1,f7 0 Brad Davenport ti err Alrosmith Engineering 6,..L 0. 091187 SS 12MO21 ATC Tower SeNces,Inc.-3500 Regency Farkway,Stdte TOO-Cary,PIC 27518-919-468-0112 Office-919.44%-5414 Fax-www,americantower.com Figure 5 — Structural Analysis Summary Town of Southold—SCTM#1000-18-5-13.008 ckyscape Dish Wireless/NYNYCO2243B Page 10 C0 Nsui, 'rn NTs , rNC . Statistical Summary . 1,, .... % E S . F . 400, 1=00, % of,TbtalI F re 0 400 '*A ,ofSWeded 00. See 500.0 - 5,rOOO 0.00 Of SeWded Arca, �,.,... 0 " f - e 'Area of' 400, sq.ft Wn,%WE, 'U� ark S l With 'FCC/ 1997 Public Standard, (:rro nd!urea!S totisticra!:;iarravrwryx GityScapeComment: Maximurn Exposure at ground level determined to be 16.8% of the FCC generM population Maximum PubUc Exposure Level (MPE).. µf ere is no exposure greater than 100% of the MPE Level at ground level. 9 CuWid-tiaLI,nd Prup6et&y`,2021 DISH WIRELESS Figure 6 — RF Exposure Assessment at Ground Level Town of Southold—SCTM#1000-18-5-13.008 Ckyscape Dish Wireless/NYNYCO2243B Page I I C0 N S u i, 'r A N T S I N C TOWN OF SOUTHHOI'D, COUNTY OF SUFFOLK,STATE OF NEW YORK .............. In the Matter oft he Application of Dish Wireless For approval to collocate at a public utility wireless telecommunications facility at: 23300 Main Road Southold,New York Section 018,Block 5,Lot 13.8("Premises"') STATE OF NEW YORK )SS,: COUNTY OF SUFFOLK Jennaine Parker,being duly sworn,deposes and says: fl. I am a ProjectManager for Dish Wireless. As a Project Manager,I confirm that the proposed DISH wireless telecommunications facility which is the subject of the application will comply with FCC rules and the FCC Best Practices Guide regarding interference to other radio facilities at the proposed public utility wireless telecommunication facility located at 23300 Main Road,New York,in the Town of Southold. By ............... Sworn to before me this day of iO2i, ..................... PaWPAMA*kburke Notarµy Public State of New York No.01OR6252092 Qualified in Nassau County Figure 7 - FCC Rules Compliance Affidavit Michaelis, Jessica From:Michaelis, Jessica Sent:Wednesday, April 27, 2022 2:38 PM To:Elizabeth Herington-Smith Subject:New Wireless applications (2) Good Afternoon Elizabeth, WE are in receipt of two wireless applications. One for a collocation and one for a new tower. The collocation we have received the $4,000 consultant escrow fee. The NEW CELL TOWER we did NOT receive a check for. I didn’t want to request one without speaking to you first because of the whole completeness issue we had ???? with the last one. Just let me know what to do. Thank you. Dish Wireless collocation at Orient Fire District http://24.38.28.228:2040/weblink/0/doc/1090180/Page1.aspx NEW CELL TOWER APPLICATION at Cutchogue Fire District http://24.38.28.228:2040/weblink/0/doc/1090175/Page1.aspx The Planning Department is in receipt of a new application to modify and/or up-grade equipment at an existing wireless facilities. Pursuant to §280-74(A)(4) of the Southold Town Code, the Planning Department is seeking to provide a brief report to the Building Department concerning the proposed wireless communications up-grades and whether or not this application warrants full Site Plan review. Please provide an estimate for the cost of your consulting services to determine whether the applications meet the General Requirements in the Southold Town Code for maximum permissible exposure. Should the Planning Board approve your estimate, a purchase order will be provided authorizing this application’s review to begin. Thank you, Jessica Michaelis, Senior Office Assistant Southold Town Planning Department 54375 NYS Route 25 P.O. Box 1179 Southold, NY 11971 Phone: 631-765-1938 Email: JessicaM@southoldtownny.gov 1 Centerline Communications LLC RECEIVED 5550 Merrick Road, Suite 302 Massapequa, NY 11758 P 2 6 2022 April 22,2022 Sout o d Town Planning Board Town of Southold � � 53095 Route 25 Southold,New York 11971 ATTN: Brian Cummings—Town Planner APR 2 2 2022 UUD RE: DISH Wireless Building Permit Application BUILDING DEPT" DISH site NYNYCO2243 TOWN OF SOUTHOLD Premises: 23300 Main Road Orient,NY 11957 SCTM#Section 18,Block 5,Lot 13.008 Mr. Cummings, Our office represents Dish Wireless with respect to its Application to collocate on the existing public utility wireless telecommunication facility at the subject premises.With respect to the Building Permit Application, the following are enclosed in this submittal package; 1) Building Permit Application &Owner's Authorization 2) Four(4) set of signed and sealed construction drawings,prepared by American Tower and dated 2/22/2022, including site plans and elevations 3) One(1)Structural Analysis performed by American Tower Corporation and dated 12/9/2021 4) Certificates of Insurance from the contractor MasTec 5) Application for Certificate of Occupancy - 6) A check for$4,000(#032780)as a consultant review Escrow fee. Section 6409 of the Federal Middle Class Tax Relief and Job Creation Act("Section 6409") was adopted in 2012. Under Section 6409, your city retains discretionary zoning review over the construction of new towers, but simple collocations and/or equipment upgrades at existing telecommunications facilities must be approved, no later than June 21,2022. The new law provides that: "A State or local government may not deny, and shall approve, any eligible facilities request for a modification of an existing wireless tower or base station that does not substantially change the physical dimensions of such tower or base station." The federal law defines an "eligible facilities request" as "(A) collocation of new transmission equipment; (B) removal of transmission equipment; or(C)replacement of transmission equipment." Also, the Federal Communications Commission issued a Wireless Infrastructure Report and Order on October 17, 2014 ("FCC Order") which established regulations that clarify and streamline the municipal approval process for eligible facilities requests under Section 6409. A copy of the FCC Order is enclosed herewith. The FCC Order clarifies that municipal review of an eligible facilities request is limited to determining whether the request falls within Section 6409: "a State or local government may require the applicant to provide documentation or information only to the extent reasonably related to determining whether the request meets the requirements of this section [Section 6409]. A State or local government F 7 may not require an applicant to submit any other documentation, including but not limited to documentation intended to illustrate the need for such wireless facilities or to justify the business decision to modify such wireless facilities."47 C.F.R. 1.40001(c)(1) The FCC Order also specifies that the term "base station" includes any structure that "supports or houses" communications equipment. Since this structure already supports communications equipment, it is considered a"base station"under Section 6409 DISH's Application is an Elieible Facilities Request under Section 6409 DISH's application qualifies as an eligible facilities request under Section 6409 because the proposed installation involves "an existing wireless tower or base station that does not substantially change the physical dimensions of such tower or base station." As shown on the plans prepared by American Tower, dated 2/22/2022, AT&T's proposed installation consist principally of the following elements: Install three (3)panel antennas inside the existing concealment pole at 66', install related equipment on a 5'X 7'equipment platform at the base of the existing concealment pole. Accordingly, DISH's installation involves the "collocation of new transmission equipment" and that will not increase the height of the tower nor the dimensions of the equipment compound. As a result, the installation "does not substantially change the physical dimensions of such tower or base station." Therefore, these proposed equipment upgrades constitute an "eligible facilities request" under Section 6409, and must be approved. Timeline for Review and Approval We would like to highlight an important timing requirement for processing this application. The FCC Order determined that a municipality must act on an eligible facilities request within sixty (60)days of receiving the application. 47 C.F.R. 1.40001(c)(2) (Emphasis added). (Note, the sixty (60)-day period is also known as the "Shot Clock"). Thus, the city must approve this application within sixty (60) days of its receipt, no later than June 21, 2022. The FCC Order provides that upon a municipality's failure to act prior to expiration of the Shot Clock, the "request shall be deemed granted" and AT&T will be legally entitled to proceed with construction. 47 C.F.R. 1.40001(c)(4). Note that the FCC Order does allow the Shot Clock to be tolled if an application is incomplete. However, in order to do so, a municipality must provide written notice that the application is incomplete within thirty (30) days of the submittal. 47 C.F.R. 1.40001(c)(3)(i). The notice must"clearly and specifically" describe the missing documents or information, 47 C.F.R. 1.40001(c)(3)(i), and, as previously mentioned, such documentation must be necessary to the determination of whether the application qualifies as an eligible facilities request. If the municipality requests additional information after the first thirty (30) days have passed, we will still provide any "reasonably related" information allowed under the FCC Order, but the Shot Clock will not be tolled. In light of the foregoing,DISH respectfully requests that its proposed equipment upgrades be approved. In the meantime, if you have any questions, please feel free to call or email me. Thank you for your cooperation. Sincerely, Patrick O'Rourke Site Acquisition on behalf of DISH Wireless 516-263-8817 Patrick@Brennanshore.com oa®�'S"fFotKOo� TOWN OF SOUTHOLD—BUILDING DEPARTMENT GH Town Hall Annex 54375 Main Road P. O. Box 1179 S ATC C 373337 h � 959 13738829 Telephone (631) 765-1802 Fax(631) 765-9502 tt / ga 1 n y.gov � Da a Re eived APPLICATION FOR BUILDING PERMIT sootofd Town Planning Board For Office Use Only Pt11 1,�1 PERMIT NO. Building Inspector: APR 2 2 2022 Applications and,forms must be filled out in their entirety. Incomplete BUILDING DEPT applications will,not be'accepted. Where the Applicant is npt the owner,.an s�3WN OF SOUTHOI 0 Owner's,Authorization form(Page Fall.be completed: Date:3-17-22 .OWNER($)OF PIFEIE Tower - - Name:GTP Towers I, LLC SCTM# 1000-18-5-13.008 Project Address:23300 Main Road, Orient, NY 11957 Phone#:781-926-4500 Email: Mailing Address: 1 o Presidential Way, Woburn, MA 01801 CONTACT PERSON ;. .` Name: Patrick O'Rourke c/o Centerline Communications_ _ Mailing Address:5550 Merrick Road,, Massapequa, NY 11758 Phone#:516-263-8817 Email:Patrick@Brennanshore.com DESIGN PROFESSIONAL INFORMATION _ Name:American Towers Mailing Address: 10 Presidential Way, Woburn, MA 01801 Phone#:781-375-8300 Email: CONTRACTOR INFORMATION: Name:Mas Tec Network Solutions Mailing Address:806 S. Douglas Road, 11 th floor, Coral Gables, FL 33. 134 Phone#:305-702-9184 Email:neal.cafalone@mastec.com DESCRIPTION OF PROPOSED CONSTRUCTION r u _ ❑New Structure BAddition ❑Alteration ❑Repair ❑Demolition Estimated'Cost of Project: ❑Other $52,000 Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? []Yes BNo 1 373337 GH,ATC 35; 13738829 PROPERTY INFORMATION Existing use of property:Fire station/Public utility Communication site Intended use of property:same Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-80 this property? Dyes @No IF YES, PROVIDE A COPY. ❑Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):Patrick O'Rourke @Authorized Agent []Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF Nassau ) Patrick O'Rourke being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of A) 10L 20 Notary Public Anastasia Akoumianakis Notary Public,State of New York: Tower PROM&cal OWNER AUTHORIZATION No.01AK6341007 (Where the applicant is not the owner) Commtission (Expires May 2,Countyueens 0� Margaret Robinson,Senior Counsel for GTP Towers I,LLC residing at c/0 American Tower 10 Presidential Way,Wobutn MA do hereby authorize Patrick O'Rourke of Centerline Communications to apply on �t my behalf to t Town of Southold Building Department for approval as described herein. Tower Owner's Signature Date Margaret Robinson,Senior Counsel for GTP Towers I,LLC Print OWATmtsftam Tower Owner's Name 2 TOWN OF SOUTHOLD COUNTY OF SUFFOLK: STATE OF NEW YORK -------------------------------------------------------------- ----- -- - - -- - X In the Matter of the Application of New Cingular Wireless PCS, LLC AUTHORIZATION OF OWNER At the premises: 23300 Main Road Orient, NY Section 18, Block 5, Lot 13.008 ----------------------------------------- STATE OF NEW YORK ) ) SS.: COUNTY OF SUFFOLK ) �0 being duly sworn, s:deposes and says: y I am the APPLICANT in fee of the premises known as Section 18,Block 5,Lot 13.008 (the "Premises"hereafter),and do hereby authorize DISH Wireless,and its representatives to bring such applications for municipal approvals as may be necessary for constructing or installing on the Premises such antennas,support structures, and related equipment as DISH Wireless may require for the establishment of its public utility wireless telecommunication facility. As such, I will fully cooperate with DISH Wireless and its agents in obtaining any required Approvals. By. S+' Sworn to before me this 2i day of r , 2022 Anastasia Akoumianakis �✓a Notary No 01 licAK6341007 of w York NOTAR PUBLIC Qualified in Queens County Commission Expires M_�.y 02,2024- Yo�K workers' Compensation CERTIFICATE OF INSURANCE COVERAGE STATE Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured MasTec Network Solutions, LLC 806 S Douglas Road, 11th Floor Coral Gables FL 33134 1c.Federal Employer Identification Number of Insured Work Location of Insured(Only required if coverage is specirically limited to certain or Social Security Number locations in New York State,i.e.,Wrap-Up Policy) 26-3078035 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Town of Southold The Prudential Insurance Company of America '554375 Route 25 3b.Policy Number of Entity Listed in Box"1a" P.O. Box 1179 CG-59948-NY Southold, NY 11971 3c.Policy effective period 01/01/2022 to 12/31/2022 4. Policy provides the following benefits: Q A.Both disability and paid family leave benefits. ❑ B.Disability benefits only. ❑ C.Paid family leave benefits only. 5. Policycovers: X❑ A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. ❑ B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed March 15, 2022 By Signature of insurance carrier's aut orized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone'Number (215)784-2883 Name and Title Vice President,Contracts IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(only if Box 4C or 513 of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies.and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) DB-120.1 (1.0-1.7) IIII�I CERTIFICATE OF LIABILITY INSURANCE DATE(MM/D 03/10//20222022 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 rn REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. Z 2i 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 w certificate does not confer rights to the certificate holder in lieu of such endorsement(s). TACT W CONTACT � Aon Risk Services Northeast, Inc. NAME: Boston MA Office PHONE (g66) 283-7122 FAX (A/C.No.Ext): A/C : (800) 363-0105 a 53 State Street EMAIL Suite 2201 ADDRESS: _ Boston MA 02109 USA INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER A: ACE American Insurance Company 22667 MasTec Network Solutions, LLC MasTec North America, Inc. INSURER e: Indemnity Insurance Co of North America 43575 806 S Dou las Road, lith Floor INSURER C: ACE Fire underwriters Insurance Co. 20702 Coral Gables FL 33134 USA INSURER D: ACE Property & Casualty Insurance Co. 20699 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 570091970981 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Limits shown are as requested INSR ADDL SUER LTRTYPE OF INSURANCEIN— POLICY NUMBER POLICY EFF POLICY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY Y XSLG72493114 09/15 2021 09/15 2022 EACH OCCURRENCE $3,000,000 CLAIMS-MADE I X I OCCUR DAMAGE TO RENTED $500,000 L� PREMISES Ea occurrence X SIR-$2M MED EXP(Any one person) Excluded PERSONAL 8 ADV INJURY $3,000,000 GEN'LALi.Y TE LIMIT APPLIES PER: GENERAL AGGREGATE $20,000,000 JECT PRO- 0 X POLICY ECT LOC PRODUCTS-COMP/OP AGG $6,000,000 m OTHER: rn 0 O A AUTOMOBILE LIABILITY ISA H25555879 09/15/2021 09/15/2022 COMBINED SINGLE LIMIT Ea accident $10,000,00C X ANY ALTO BODILY INJURY(Per person) OWNED SCHEDULED O AUTOS ONLY AUTOS BODILY INJURY(Per accident) Z HIREDAUTOS NON-OWNED PROPERTY DAMAGE +O-' ONLY AUTOS ONLY IPer accident) V k 1 ° XOOG71557625003 09/15/2021 09 15 2022 de 4DED UMBRE�RELTE R X OCCUR / / EACH OCCURRENCE $5,000,000EXCESS CLAIMS-MADE AGGREGATE $5,000,000 NTION B WORKERS COMPENSATION AND WLRC6781731A 09/15/2021 09/15/2022I PER STATUTE I OTH EMPLOYERS'LIABILITY VIN WC (AOS) X ANY PROPRIETOR/PARTNER/EXECUTIVE A OFFICER/MEMBER EXCLUDED? N NIA WLRC67817357 09/15/2021 09/15/2022 E.L.EACH ACCIDENT $2,000,000 (Mandatory In NH) WC (AZ,MA) E.L.DISEASE-EA EMPLOYEE $2,000,000 I I yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $2,000 000 A Excess WC WCUC67817436 09/15/2021 09/15/2022 EL Each Accident $2,000,000 XSWC (CA,FL,GA,NC,TX) EL Disease - Policy $2,000,000 SIR applies per policy terms & condi ions EL Disease - Ea Emp $2,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) RE: Project Name: Southold, NY 13738829 (23300 Main Rd.) DISH 2243, Service Line Project #: 1805. Certificate Holder is included as Additional Insured in accordance with the policy provisions of the General Liability Policy as required by written contract. Ellin_- r5 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 95 Tow5437 of Southold AUTHORIZED REPRESENTATIVE 54375 Route ZS 55�-rry" PO Box 1179 Southold NY 11971 USA �f �����L ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Yo� Workers' CERTIFICATE OF STARK Compensation Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured MasTec Network Solutions,LLC 305-702-9184 806 S. Douglas Road, 11th Floor Coral Gables, FL 33134 1c. NYS Unemployment Insurance Employer Registration Number of Insured NOT REQUIRED Work Location of Insured(Onlyrequiredifcoverage is specifically limited to certain locations in New York State,i.e.,a Wrap-Up Policy) 1d.Federal Employer Identification Number of Insured or Social Security Number 263078035 2. Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Indemnity Insurance Company of North America Town of Southold 54375 Route 25 P.O. Box 1179 Southold,NY 11971 3b.Policy Number of Entity Listed in Box"1a" WLR C6781731 3c. Policy effective period 9/15/2021 to 9/15/2022 3d.The Proprietor,Partners or Executive Officers are ❑X Included.(Only check box if all partners/officers included) EJ all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"1 a"for workers' compensation under the New York State Workers' Compensation Law. (To use this form, New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: ANNETTE D'URSO (Print name of authorized,representative or licensed agent of insurance carrier) Approved by: Z, 4�' 3/11/2022 (Signature) (Date) Title: VICE PRESIDENT Telephone Number of authorized representative or licensed agent of insurance carrier: 302.476.6307 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. — C-105.2(9-17) vwvw.vicb.ny.gov Form No-6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4_ Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant_If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property:2-3 3 O 6 141,,�j Rd 40 House No. Street Hamlet Owner or Owners of Property: Cl`//40-11-`/ P/Q ! � . Suffolk County Tax Map No 1000,Section Block 5— Lot 13 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ Applicant✓✓Signature