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1000-141.-3-38.1 (3)
NOTES 1- CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. • 2. CONTRACTOR SHALL MAINTAIN A 10'-0" MINIMUM v SEPARATION BETWEEN THE PROPOSED GPS UNIT, TRANSMITTING ANTENNAS AND EXISTING GPS UNITS. 3. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. d...,sh wirelesses • 5701 SOUTH SANTA FE DRNE LITTLETON, CO 80120 EXISTING UTILITY POLE 35'-6" ° .4° EXISTING MONOPOLE g TOTALLY COMMITTED. 4 NB-C ENGINEERING SERVICES,LLC. B'-2" EXISTING - d ° - 6095 MARSHALEE DRIVE,SUITE 300 .■■■■■■■■■■_■-■_■_�-■■■■■■r MONOPOLE d' ELKRIDGE,MD 21075 0 EXISTING UTILITY (410)712-7092 H-FRAME O EXISTING ■ ■.' EQUIPMENT I r --� PAD EXISTING ■ 4'' 4a° n I + F EQUIPMENT e o. PAD OF NfW ■ + ■ PROPOSED DISH ICE 5•_0^--� w+ BRIDGE EXISTING 12' WIDE .I ^4°■- EXISTING UTILITY .O C� vT CHAIN-LINK GATE ° H-FRAME + I I LEASE AREA/PLATFORM Ip+ c EXISTING ICE oo I 1 m INSTALL NEW METER ° f +4� Ll I ■�BRIDGE (NP) .l. W ON PROPOSED DISH + + Fop'roFE5510�� PLATFORM 1 ■ I + ■ 1 _ I, —r ■ + I�"� g ; E + oa�nnoz2 ■ Vu--11 pi it 1 J_ I'' '*/T+.IY—1 L j KRUPAKARAN KOLANDAIVELU,P.E. i ■ yF , ■ i + + 1 I lI I I y � �nnTl}}II ■ i 0. 1 II�I(�I I,iII r{ `rr'rrr l STATE OF NEW YORK SEE ■ /,r�, ■' 4° \ 1 'rt4 ��' - PROFESSIONAL ENGINEER PROPOSED FIBER TO BE I ENLSITE PLOD ■ _ + ■ ° " I q 12 0 ^ 1 if L 1 If-'�— — \ a ° LICENSE#091974 UTILIZED BY DISH ■ 1 w 1 9 GF- 4 .° Wireless AS MMP r _ + ■'Q,. n w 1 rl�r I'14j� �gR\O ° + (MEET ME POINT) I ■ - — ° I �G _ ° IT IS A VIOLATION OF LAW FOR ANY PERSON, 6'-8" + ■ ° 4 1 ..II.U:�:.Lii: .d UNLESS THEY ARE ACTING UNDER THE DIRECTION I D° I 1 4 .. - OF A LICENSED PROFESSIONAL ENGINEER, 4M■N■■■I■■■■■■■■ ■■■■� I I — — — .a;- TO ALTER THIS DOCUMENT. --- + ° I ♦� �♦ + DRAWN BY: CHECKED BY:APPROVED BY: 6'-8•' 4 ° + ° JQG BRN TA '. .. SEE EQUIPMENT I EXISTING °u 4 --- ° IXISTING 4 ° I LAYOUT (SHEET A-3) I I REDS REV EQUIPMENT ° L_----J STING ICE BRIDGE - B PLATFORM + ° EXISTING + " CONSTRUCTION EQUIPMENT ° a 4. + 4 4 °.4 PAD + �° DOCUMENTS ° + +4. °. . . 4 SUBMITTALS + -N` 4 REV DATE DESCRIPTION 4 ° + j d 0 11/22/2021 ISSUED FOR CONSTRUCTION + 12"6.0 1' 2' 3' °4' S' 6' 7' 1 03/02/2022 ISSUED FOR CONSTRUCTION ENLARGED SITE PLAN _ 2 as 41 2 03/10/2022 ISSUED FOR CONSTRUCTION 3/8-1•-0" 3 03/15/2022 ISSUED FOR CONSTRUCTION 4 03/17/2022 ISSUED FOR CONSTRUCTION EXISTING CHAIN-UNK A&E PROJECT NUMBER FENCE 825717 DISH Wireless L.L.C. PROJECT INFORMATION _RECEHVED NYNYCO2131 A [ 12585 SOUND AVE. MATTITUCK, NY 11952 JUS 0 6 ?022 I SHEET TITLE Southold l own OVERALL AND ENLARGED Planning Board SITE PLAN SHEET NUMBER 4' 2' 0 4' 8' A-1 OVERALL SITE PLAN NOT USED 3 1/4"_-V-0' • SITE INFORMATION PROJECT DIRECTORY PROPERTY OWNER: 12585 SOUND LLC APPLICANT: DISH Wireless L.L.C. ADDRESS: 1647 E JERICHO TURNPIKE 5701 SOUTH SANTA FE DRIVE HUNTINGTON, NY 11743 UTTLETON, CO 80120 • sh TOWER TYPE: MONOPOLE TOWER OWNER: CROWN CASTLE USA INC. r�,rel�SS,. SCOPE OF WORK 2000 CORPORATE DR. TOWER CO SITE ID: 825717 CANONSBURG, PA 15317 THIS IS NOT AN ALL INCLUSIVE UST. CONTRACTOR SHALL UTILIZE SPECIFIED EQUIPMENT PART OR ENGINEER 5701 SOUTH SANTA FE DRIVE APPROVED EQUIVALENT. CONTRACTOR SHALL VERIFY ALL NEEDED EQUIPMENT TO PROVIDE A FUNCTIONAL SITE (877) 486-9377 THE PROJECT GENERALLY CONSISTS OF THE FOLLOWING: TOWER APP NUMBER: 548933 LITTLETON, CO 80120 TOWER SCOPE OF WORK: SITE DESIGNER: NB+C ENGINEERING SERVICES, LLC • INSTALL (3) PROPOSED PANEL ANTENNAS (1 PER SECTOR) COUNTY: SUFFOLK 6095 MARSHALEE DRIVE, SUITE 300 RECEIVED wi re I ess INSTALL (i) PROPOSED ANTENNA FLUSH MOUNT ELKRIOGE, MD 21075 • INSTALL PROPOSED JUMPERS INSTALL (6) PROPOSED RRUs (2 PER SECTOR) LATITUDE (NAD 83): 40' 59' 27.84" N (410) 712-7092 • Tm INSTALL (1) PROPOSED OVER VOLTAGE PROTECTION DEVICE (OVP) 40.991067 N EUN0 6 2022 INSTALL (1) PROPOSED HYBRID CABLE LONGITUDE (NAD 83): -72. 32' 17.94" W • INSTALL EX DOUBLE ABANDONED AN N PER SECTOR) � TM • REMOVE EXISTING ABANDONED ANTENNA MOUNT -72.538317 W � ISH Wireless L.L.C. SITE ID. GROUND SCOPE OF WORK: ZONING JURISDICTION: SUFFOLK COUNTY SITE ACQUISITION: JACQUELINE JONES SOUL Od Iown INSTALL (1) PROPOSED METAL PLATFORM JACQUEUNE.JONES.CONTRACTOR TOTALLY COMMITTED Planning Board YCO2131 A INSTALL (1) PROPOSED ICE BRIDGE ZONING DISTRICT: I - INDUSTRIAL OCROWNCASTLE.COM NB.0 ENGINEERING SERVICES,LLC. L • INSTALL (1) PROPOSED PPC CABINET CONSTRUCTION MANAGER:MICHAEL NARDUCCI 6095 Lv RSHALEE DRIVE,SUITE 3DO • INSTALL (1) PROPOSED POWER CT CABINET PARCEL NUMBER: 1000141000300038001 MICHAEL.NARDUCCIODISH.COM EL'410)712-7092 12-70MD 92 075 • INSTALL (1) PROPOSED POWER CONDUIT • INSTALL (1) PROPOSED TELCO CONDUIT DISH Wireless L.L.C. SITE ADDRESS: INSTALL (1) PROPOSED TELCO-FIBER BOX OCCUPANCY GROUP: U RF ENGINEER: WAD MEMON • INSTALL (1) PROPOSED GPS UNIT IMAD.MEMON®DISH.COM • INSTALL (1) PROPOSED SAFETY SWITCH (IF REQUIRED) • INSTALL (1) PROPOSED FIBER NID (IF REQUIRED) CONSTRUCTION TYPE: II-B 12585 SOUND AVE. INSTALL (1) PROPOSED METER SOCKET �OF NEk Ao4t POWER COMPANY: LONG ISLAND POWER AUTHORI M ATT I T U C K, NY 11952 TFLEPHONE COMPANY: VERIZON y 48 1p1� F% NEW YORK CODE OF COMPLIANCE SITE PHOTO DIRECTIONS DIRECTIONS FROM 3 ADP ROSELAND, BLVD: 03117/2022 -1.L WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF START OUT ON ADP BLVD TOWARD CHOCTAW WAY. THEN TURN RIGHT ONTO CHOCTAW .tE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO WAY. TURN RIGHT ONTO LIVINGSTON AVE. MERGE ONTO I-280 E. MERGE ONTO NEW CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES KRUPAKARAN KOLANDAIVELU,P.E. CODE TYPE CDDE JERSEY TURNPIKE/1-95 N. MERGE ONTO NJ-495 E. NJ-495 E BECOMES LINCOLN STATE OF NEW YORK BUILDING 2018 IBC TUNNEL/NY-495 E. TURN SLIGHT RIGHT TOWARD DOWNTOWN/34 ST/MADISON SQ PROFESSIONAL ENGINEER MECHANICAL 2018 IMC , ` GAR -495 E. TAKE THE 1ST RIGHT ONTO DYER AVE. TURN LEFT ONTO W 34TH ST. LICENSE#091974 DEN I ELECTRICAL 2017 NEC -v / TURN LEFT ONTO TUNNEL APPROACH ST. MERGE ONTO 1-495 E. TAKE THE NY-24 EXIT, TURN RIGHT ONTO EDWARDS AVE/NY-24/COUNTY HWY-94. ENTER NEXT ROUNDABOUT UIT IS TMEwu�NrcF L UNFOR DER ANYE oiRMEcN, TION AND TAKE THE 3RD EXIT ONTO FLANDERS RD/NY-24. TURN LEFT ONTO CROSS RIVER OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. - DR/COUNTY HWY-105. TURN RIGHT ONTO MAIN RD/NY-25. TURN LEFT ONTO PACIFIC SHEET INDEX ST. TURN RIGHT ONTO SOUND AVE. DRAWN BY: CHECKED BY:APPROVED BY: VICINITY MAP JOG BRN TA SHEET NO. SHEET TITLE REDS REV #: --- T-1 TITLE SHEET CONSTRUCTION A-1 OVERALL AND ENLARGED SITE PLAN DOCUMENTS A-2 ELEVATION, ANTENNA LAYOUT AND SCHEDULE A-3 EQUIPMENT PLATFORM AND H-FRAME DETAILS SUBMITTALS REV DATE DESCRIPTION A-4 EQUIPMENT DETAILS 0 11/22/2021 ISSUED FOR CONSTRUCTION A-5 EQUIPMENT DETAILS � ._.. - 1 03/02/2022 ISSUED FOR CONSTRUCTION A-6 EQUIPMENT DETAILS r � 2 03/10/2022 ISSUED FOR CONSTRUCTION 3 03/15/2022 ISSUED FOR CONSTRUCTION E-1 ELECTRICAL/FIBER ROUTE PLAN AND NOTES 4 03/17/2022 ISSUED FOR CONSTRUCTION E-2 ELECTRICAL DETAILS E-3 ELECTRICAL ONE-LINE. FAULT CALCS & PANEL SCHEDULE UNDERGROUND SERVICE ALERT-NEW YORK 811 A&E PROJECT NUMBER G-1 GROUNDING PLANS AND NOTES G-2 GROUNDING DETAILS UTILITY NOTIFICATION CENTER OF NEW YORK � G-3 GROUNDING DETAILS WWW(800)272-4480NEWYORK-81LOCATION 825717 1.COM ' r,a�'+. ` S��d SITE DISH Wireless LL.C. RF-1 RF CABLE COLOR CODE u� CALL 2 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION PROJECT INFORMATION NYNYCO2131A GN-1 LEGEND AND ABBREVIATIONS GENERAL NOTES 12585 SOUND AVE. GN-2 GENERAL NOTES m MATTITUCK, NY 11952 GN-3 GENERAL NOTES THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED GN-4 GENERAL NOTES FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON - �� SHEET TITLE DRAINAGE. NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL 15 REQUIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED. =v&EmVineyards TITLE SHEET 11°x1711 PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED Le��/ 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 AI PROCEEDING WITH THE WORK. NO SCALE 1'& NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. • 2. CONTRACTOR SHALL MAINTAIN A 10'-0" MINIMUM SEPARATION BETWEEN THE PROPOSED GPS UNIT, TRANSMITTING ANTENNAS AND EXISTING GPS UNITS. 3. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. wireless- 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 EXISTING UTILITY POLE 36'-6" EXISTING . ° d ° MONOPOLE A �® d TOTALLY COMMITTED. NB-C ENGINEERING SERVICES,LLC- EXISTING d ° 6095 MARSHALEE DRIVE,SUITE 300 6•-2„ •—, •—•'—• •—•—•—x a • ate•—, .�d:�°. MID 21075 l Y .'�..•�.° . O . ■._■■■■■■r !/ MONOPOLE iI ELKRIDGE,■■■■■■■■■_■.■.■_ o- EXISTING UTILITY 0 (410)712-7092 I- .. .] 4 H-FRAME EXISTING ■' EQUIPMENT .'� PAD ■\ °.d ° EXISTING I' I ° a •d° a "(" I EQUIPMENT PAD I Nfy, ■ + ■ PROPOSED DISH ICE --� + �PS,as•- ��.>y7�O,p 5'-0" h EXISTING 12' WIDE ^4■. EXISTING UTILITY BRIDGE a f CHAIN-UNK GATE . H-FRAME + I LEASE AREA/PLATFORM o c V ■! ■�EXISTING ICE o --- I m+ _ INSTALL NEW METER n r 1 BRIDGE (TYP) -I--- w ON PROPOSED DISH iv ■ I I W �`F PLATFORM I ■ } f- I I 1 U + oP�FfSSW �M ■ i i } ■ 1 -ylT. 1 ■ 1 + ■ I 1 I II ; + 03117/2022 ■ O 1 L J i + + ,} �L,� p KRUPAKARAN KOLANDAIVELU,P.E. l M ■ a 1fill ■ I 1 I'4 hllrSTATE OF NEW YORK SEE IN7 `o- I w 1 1 E Ij PROFESSIONAL ENGINEER PROPOSEDVAULT TFIBER I ENLARGED ■ _ - + ,■ °` i 1 ^ < 1 � "I_ _ .d LICENSE#091974 SITE PLAN ■ -_ _ ..—i ly °< ■ a. _ o W 1 ._. j' cj eR\OG6 o-.. ° + A 2 UTILIZED BY DISH Wireless AS MMP } ■ m R IS A VIOLATION OF LAW FOR ANY PERSON, (MEET ME POINT) ■ ■ I 1 1� i(,` it ° UNLESS THEY ARE ACTING UNDER THE DIRECTION ` I I 6'-6' e'a + . z. 1 `1,.,u_II OF A LICENSTO ED THIS DOCUMENT. a " L---J .; 1 I 1 . } ° ��-- -� + DRAWN BY. CHECKED BY:APPROVED BY: -i---- 6'-6„ e ° < } .a° I SEE EQUIPMENT d:. + _ ° JOG BRN TA ..`° LAYOUT SHEET A-3 I .. EXISTING ( ) L_-___ I EXISTING ICE BRIDGE °c .d° RFDS REV #: --- EQUIPMENT + o a . PLATFORM EXISTING } I CONSTRUCTION EQUIPMENT ° PAD DOCUMENTS } a�.°:. + SUBMITTALS ~_d + REV DATE DESCRIPTION } 4 d 0 11/22/2021 ISSUED FOR CONSTRUCTION :L 1 .�L >° ° 12 6'0 1' 2' 3' °4' 5 6' 7' 1 03/02/2022 ISSUED FOR CONSTRUCTION ENLARGED SITE PLAN 2 03/10/2022 ISSUED FOR CONSTRUCTION 3 03/15/2022 ISSUED FOR CONSTRUCTION 4 03/17/2022 ISSUED FOR CONSTRUCTION EXISTING CHAIN—UNK A&E PROJECT NUMBER FENCE 825717 DISH Wireless LL.C. PROJECT INFORMATION NYNYCO2131A 12585 SOUND AVE. MATTITUCK, NY 11952 SHEET TITLE OVERALL AND ENLARGED SITE PLAN SHEET NUMBER 0 4' 8' A-1 OVERALL SITE PLAN NOT USED 3 1/4'=1'-0" NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. • PROPOSED DISH Wireless LLC. v 2. ANTENNA AND MW DISH SPECIFICATIONS REFER TO BACK—TO—BACK MOUNT(PER SECTOR, TOTAL 3) ttP 1 ANTENNA SCHEDULE AND TO FINAL CONSTRUCTION PROPOSED DISH RFDS FOR ALL RF DETAILS Wireless L.L.C. OVP DEVICE d .s h 3. EXISTING EQUIPMENT AND FENCE OMITTED FOR s CLARITY. wireles 5701 SOUTH SANTA FE DRIVE UTTLETON, CO 80120 Al r.`O�e' Q GAMMA 1P SECTOR yy `-'"��''I1� C2 F N o _ NB-C ENGINEERING SERVICES,LLC. 6095 MARSHALEE DRIVE,SUITE 300 j ELKRIDGE,MD 21075 'v1 (410)712-7092 TOP OF HIGHEST APPURTENANCE TOP EL. ® 100'-0"AGL EXISTING MONOPOLE OF IV TOP EL. 0 100'-0"AGL rpSvT B YO }S EXISTING T—MOBILE PANEL ANTENNAS �p��B19T� MOUNT 'L ® 85'-0"AGL FES5101�' PROPOSED DISH Wireless L.L.C. 03117/2022 ANTENNA FLUSH MOUNT (SITEPROI 6CHMT FLUSH MOUNT) s 1p 62 KRUPAKARAN KOLANDAIVELU,P.E. PROPOSED DISH Wireless L.L.C. RC1�' PROPOSED DISH Wireless L.L.C. RRH (3)PROPOSED DISH Wireless LL.C.ANTENNAS 1-7 STATE OF NEW YORK ANTENNA (TYP PER SECTOR, TOTAL 3) OP (TYP 2 PER SECTOR, TOTAL 6) PROFESSIONAL ENGINEER MOUNT CL Q 75'-0'AGL LICENSE#091974 EXISTING ABANDONED ANTENNA MOUNT TO BE REMOVED I MOUNT CLQ 75b'AGL I IS A MN OF LAW FOR ANY PERSON, I UNLESS THEYY AREARE ACTING UNDER THE DIRECTION. I OF A LICENSED PROFESSIONAL ENGINEER, I TO ALTER THIS DOCUMENT. I EXISTING MONOPOLE (1) PROPOSED DISH Wireless L.L.C. I DRAWN BY: CHECKED BY:APPROVED BY: HYBRID CABLE ROUTED INSIDE POLE I JQG BRN TA I I N RFDS REV #: EXISTING MONOPOLE ANTENNA LAYOUT 12" 6" 0 1. 2 3 CONSTRUCTION 3/a'=1'-0' 2 DOCUMENTS I I I I SUBMITTALS I SECTOR ANTENNA TRANSMISSION CABLE RRH OVP REV DATE DESCRIPTION I - POS. EXISTING OR MANUFACTURER — MODEL RAD FEED LINE TYPE MANUFACTURER — MODEL MANUFACTURER o 11/22/2021 ISSUED FOR CONSTRUCTION I PROPOSED NUMBER TECH AZIMUTH CENTER AND LENGTH NUMBER TECH POS. MODEL 7 03/02/2022 ISSUED FOR CONSTRUCTION I I Al -- -- -- -- -- (1) FUJITSU — TA08025-6604 5G A2 2 03/10/2022 ISSUED FOR CONSTRUCTION I HIGH—CAPACITY RAYCAP — 3 03/15/2022 ISSUED FOR CONSTRUCTION A2 PROPOSED JMA — MX08FRO665-21 5G 30' 75'-0" 1-3/8' DIA.. FUJITSU — TA08025—B605 5G- A2 RDIDC-9181 I HYBRID CABLE _PF_48 4 03/17/2022 ISSUED FOR CONSTRUCTION I q3 __ __ __ __ __ (112' LONG I I B1 -- -- -- -- -- FUJITSU — TA08025-8604 5G B2 A&E PROJECT NUMBER I 62 PROPOSED JMA — MX08FRO665-21 5G 150' 75'-0" SHARED W/ALPHA FUJITSU — TA08025-6605 5G 82 SHARED DISH Wireless LL.C. TO UTILIZE 1 W/ALPHA 825717 EXISTING ICE BRIDGE I B3 __ -- -- -- -- -- I DISH Wireless L.L.C. I PROPOSED DISH Wireless L.L.C. CI -- -- -- -- -- FUJITSU — TA08025-8604 5G C2 PROJECT INFORMATION I EQUIPMENT PROPOSED I C2 PROPOSED JMA — MX08FR0665-21 5G 270' 75'-0" SHARED W/ALPHA FUJITSU — TA03025-8605 5G C2 SHARED STEEL PLATFORM W/ALPHA NYNYCO21 3 1 A 1 G3 __ __ __ __ 12585 SOUND AVE. PROPOSED DISH Wireless L.L.C. MATTITUCK, NY 11952I NOTES GPS UNIT� — 111 I 1, CONTRACTOR TO REFER TO FINAL CONSTRUCTION RFDS FOR ALL RF DETAILS. SHEET TITLE ELEVATION 2. ANTENNA AND RRH MODELS MAY CHANGE DUE TO EQUIPMENT AVAILABILITY. ALL s ANTENNA EQUIPMENT CHANGES MUST BE APPROVED AND REMAIN IN COMPLIANCE WITH LAYOUT AND SCHEDULE THE PROPOSED DESIGN AND STRUCTURAL ANALYSES. N' ;iNf\ X SHEEP NUMBER j��/,v/�Y//.�.'l/://\�xlj�/j\f�%/\Yj\�j�T�//✓%j�Y/.y/\�/\f�j/j///\ Tj�\//��,.�//�%/,//��/�%/\j/: /��� � j�` ��%/�: PROPOSED NORTH ELEVATION s' a' z' o s' to' A'2 'I ANTENNA SCHEDULE No SCALE 3 — — 7'-Q" NOTES EQUIPMENT PLATFORM/LEASE AREA 2'-10" 1. CONTRACTOR TO BURY PLATFORM FEET WITH A MINIMUM OF 2" OF FILL PER EXISTING SITE SURFACE • 1 I PROPOSED DISH Wireless L.L.C. °.r \ ,�, I - _—_-- - - - 2. WEED BARRIER FABRIC TO BE ADDED AT DISCRETION OF DISH v GENERATOR PLUG — '- ') Wireless L.L.C. CONSTRUCTION MANAGER AT TIME OF _ PROPOSED DISH CONSTRUCTION. ONE SHEET 8'x8' INSTALLED UNDER ALL FOUR PROPOSED DISH Wireless L.L.C. I - - I!f I_ II I I Wireless L.L.C. FEET OF THE PLATFORM (4 MIL BLACK PLASTIC) d .sh GPS UNIT 2cd.=-= I I I o GPS UNIT • -- 3. EQUIPMENT CABINET OMIT FOR CLARITY V1/Irelessn PROPOSED DISH Wireless L.L.C. o POWER PROTECTIVE CABINET = —�r _ I — �) PROPOSED II. w DISH Wireless LL.C. I °d PROPOSED DISH Wireless L.L.C. -_-- .--•. a-_--- -- N _ I EQUIPMENT CABINET 11 w 5701 SOUTH SANTA FE DRIVE H-FRAME _-..: =i- i._- a LITTLETON, CO 80120 RIGID METAL 1-----------------I L I-. CONDUIT lid — II — =a 11 � o n PROPOSED DISH Wireless L.L.C. � e SAFETY SWITCH. - __—T PROPOSED DISH Wireless L.L.C. B - II 200AMP METER SOCKET w T1( - -_ i—= I 11= 'M' PROPOSED DISH Wireless L.L.C. jl - _.� I I^n m .PROPOSED DISH - --f.l,I - I—II= j Wireless L.L.C. I 200AMP METER SOCKET PROPOSED DISH Wireless L.L.C. O � -tr— II I TELCO FIBER ENCLOSURE II I I --{-- N Cfl[3 POWER = PROTECTIVE - o - I " as III _C• -LPROPOSED DISH Wireless L.L.C. h 0 CABINET --_�_-- ®1WILICOMMITTED. FIBER NID, IF REQUIRED ROPOSED DISH Wireless L.L.C. ih - ( EQUIPMENT H-FRAME NB+C ENGINEERING SERVICES,LLC. PROPOSED DISH Wireless L.L.C. 6095 MARSHALEE DRIVE,SUITE 300 _ �(--i-_-i ill�.�_ t—__ -Y—e` - III -a 0- IP PLATFORM -f-- - , I---i p _ ELKRIDGE,MD 21075 1 4'r -1 I - j (410)712-7092 PLATFORM EQUIPMENT PLAN 12•s•s•3• Q 1' 2° 1 - iii PROPOSED ;nIII DISH WIlllf I III veless ILII' 1•=1°-0• H I I L.LC. III i SAFELY III SWITCH. j I pF Np COMMSCOPE MTC4045LP 5X7 PLATFORM PLAN " �P 0�� DIMENSIONS (HxWxD) 16-x84"x6O" - _ SIDE - 5' LENGTH BAR TOTAL WEIGHT 423 LES 7= -my� >-* -"L - —�a� � GRATING PVC CONDUIT (TYP) + I GE;t r. Iv yah e e e NOTE. - I—+- —�'_ - -I e e o o PROPOSED DISH Wireless L.L.C. { II. I Op GC TO PROVIDE EXTENDED '-I I -' i�' �_ 1-_`_ EQUIPMENT EQUIPMENT i� zS- S--�� --T '-a- PLATFORM EOUIPMENT PLATFORM o3/1712022 -=;.1-� PLATFORM .n II THREAD FOR PLATFORM IF i_-`-°---I-II I }i--,=- U� _ i o-. 00 REQUIRED HEIGHT EXCEEDS 17" �� -p -i- - I-+i FOOTPAD (TYP) FOOTPAD _I +-4 (TMP) BUSSGROUNBAR �1 FINISHED KRUPAKARAN KOLANDAIVELU,P.E. BAR GRATING F GRADE STATE OF NEW YORK � I 0 -Y-g.� ,3�F.�y.a-tea�.V��.��y1y.y,y,L oo 7 r�.-ate`?; PROFESSIONAL ENGINEER n ia �._ - �ul ... /?'%\//,+�,//>�/;?%/�//-ti:i>7/ )i -T=—n - --r- -- - LICENSE#091974 CHANNEL (TMP) 4 MIL WEED BARRIER (TYP) wL SIDE - 7' LENGTH BAR EQUIPMENT PLATFORM FOOTPAD (NP) IT IS A VIOLATION OF LAW FOR ANY PERSON, -- GRATING 'UNLOF THEY A LI ENSED PROFESSIONAL ENGINEER.ACTING UNDER THE ION FRONT ELEVATION TO ALTER THIS DOCUMENr- -. I PROPOSED DISH Wireless yam- I LT I��� L.L.C. DPS UNIT DRAWN BY: CHECKED BY:APPROVED BY- EQUIPMENT PLATFORM JOG BRN TA FOOTPAD 6'-0" (TYP) i i RFDS REV #: 7,-0" � - CONSTRUCTION �I PROPOSED DISH 11 Wireless L.L.C. j DOCUMENTS II FIBER Nil), IFI' PROPOSED DISH Wireless PLATFORM DETAIL NO SCALE `Z REQUIRED 10 Ior L.L.C. EQUIPMENT H-FRAME SUBMITTALS o In REV DATE DESCRIPTION COMMSCOPE MTC4045H FLD NOTE: o _ _ _ 0 11/22/2021 ISSUED FOR CONSTRUCTION OR DISH Wireless L.L.C. I �--ce"rz`rrz I ������ 1 03/02/2022 ISSUED FOR CONSTRUCTION H—FRAME APPROVED EQUIVALENT n rte° r� ( 2 03/10/2022 ISSUED FOR CONSTRUCTION — J UNISTRUT/SUPPORT RAILS QTY 5 60" N u T-__-° ° -- ° _ 3 03/75/2D22 ISSUED FOR CONSTRUCTION WEIGHT 59.74 lbs 50" 4 03/17/2022 ISSUED FOR CONSTRUCTION O O PIPE CAP I t PROPOSED ® A&E PROJECT NUMBER a DISH Wireless - L.L.C. TELCO �i 825717 WELDMENT PIPE FIBER ENCLOSURE _ DISH Wireless L.L.C. - ----- ------ L� ® -'--- PROJECT INFORMATION NYNYCO2131A SUPPORT RAIL - ---- - tr o o PROPOSED DISH Wireless L.L.C. 1 2585 SOUND AVE. o ^ ° in o - o000l.oll o EQUIPMENT PLATFORM MATTITUCK, NY 11952 GALV. U-BOLTS I ID ------_- ---�--�-"�" -- ��- - �PVC CONDUIT (TYP) FINISHED SHEET TITLE GRADE 1'j- oo '"' EQUIPMENT PLATFORM AND .y ,.,ii:., �., �:�ii�ii:•—ii>ri�ii,ii.ii>ii:�ii>.i H—FRAME DETAILS 4 MIL WEED BARRIER (NP) BASE PLATE EQUIPMENT PLATFORM FOOTPAD (TYP) SHEET NUMBER SIDE FRONT BACK ELEVATION 12.9. 6"3.0 V 2' A-3 -3 H—FRAME DETAIL NO SCALE 3 NOT USED NO SCALE L� H—FRAME EQUIPMENT ELEVATION5 1•=r-a- y ENERSYS HEX CABINET \ RAYCAP PPC SQUARE D SAFETY SWITCHES 2000005996 RDIAC-2465-P-240-MTS D224NRB \ ILI DIMENSIONS (HxWxD): 73"x30"x32" ENCLOSURE DIMENSIONS (HxW%D): 39"x22.855" x1 x12.593 ENCLOSURE DIM (HxWxD) 29.25" 9.00%8.50" \ WEIGHT EMPTY: 376 Ibs WEIGHT: 80 lbs ENCLOSURE TYPE NEMA 3R RAINPROOF HEATER 80OW PLAN \ I OPERATING AC VOLTAGE 240/120 1 PHASE 3W+G TOPUL LISTED FILE E-2875 TOP d.* s h POWER SYSTEM —48V ALPHA/600A ` wlreless- OO ®® B 5701 SOUTH SANTA FE DRIVE O LITTLETON, CO 80120 0 O O OO 0 o 0 O 'a 0 O N _ a 1 0 0 0 TOTALLY COMMITTED. O ® ® ° ��,, ° NB-C ENGINEERING SERVICES,LLC. 00 O O O - BACK SIDE FRONT SIDE 6095 MARSHALEE DRIVE,SUITE 300 BACK FRONT 510E ELKRIDGE,MD 21075 SIDE FRONT (410)712-7092 CABINET DETAIL NO SCALE POWER PROTECTION CABINET (PPC) DETAIL NO SCALE 2 SAFETY SWITCH DETAIL NO SCALE 3 EATON METER SOCKET Of Ne ZAYO 5RU (LEFT SWING DOOR) CHARLES CFIT-PF2020DSH1 UNRRS213BEUSE FIBER NID ENCLOSURE @ FIBER TELCO ENCLOSURE METER SOCKET TYPE RING DIMENSIONS (HxWxD) 36.1"x29"x12.9" O O ENCLOSURE DIMS (HxWxD) 20"x20"x9" w ENCLOSURE DIM (HxWxD) 16"x12"x6" 0 WEIGHT BS lbs O O � ENCLOSURE WEIGHT 20 Ibs 'Po Og,gTb MAIN AMPERE RATING 200A P�FfS5IOt1P�' PLAN BOTTOM MOUNTING WALL WEIGHT 18 LBS _ COMPLIANCE TYPE 4 03/17/2022 FRONT _ - KRUPAKARAN KOLANDAIVELU,P.E. STATE OF NEW YORK PROFESSIONAL ENGINEER 0 0 0 Doo LICENSE#091974 ® R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. ®®® DRAWN BY: CHECKED BY:APPROVED BY: - @ @ ®®®° r ®®® JOG BRN TA 0 fl�� RFDS REV Fl --- O BACKS FRONT ° 1° ° ° CONSTRUCTION SIDE BACK FRONT SIDE BACK FRONT DOCUMENTS METER SOCKET DETAIL NO SCALE 4 FIBER NID ENCLOSURE DETAIL NO SCALE 5 FIBER TELCO ENCLOSURE DETAIL NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION 0 11/22/2021 ISSUED FOR CONSTRUCTION 1 03/02/2022 ISSUED FOR CONSTRUCTION PROPOSED ICE BRIDGE 2 03/10/2022 ISSUED FOR CONSTRUCTION 3 03/15/2022 ISSUED FOR CONSTRUCTION II FINISH SLOPE I 4 03/17/2022 ISSUED FOR CONSTRUCTION II TO DRAIN 1 PROPO A&E PROJECT NUMBER HYBR DS CABLE I I A—A \`A—A` EXISTING ENTRY PORT V a - 825717 PROPOSED PROPOSED 3.5" DIA. �,b. 3" DIA SCH 40 PIPE - L ° 1p DISH PROJECTWireless L.L.C. CABLE CLAMP SCH 40 PIPE I - a.;. GALVANIZED--------' NYNYCO2131 A 18" DIA DRILLED /� PIER FOUNDATION) ° 12585 SOUND AVE. EXISTING DAO COONCRETE6" MATTITUCK, NY 11952 MONOPOLE PIER (TYP) A—a sEcrloN SHEET TITLE M EQUIPMENT DETAILS CONCRETE PIER SHEET NUMBER A-4 HYBRID CABLE RUN NO SCALE 7 TYPICAL ICE BRIDGE CONCRETE PIER DETAIL NO SCALE g NO SCALE 9 1 . PCTEL 1.75"0 GPSGL—TMG—SPI-40NCB 1.60-0 MINIMUM OF 759 OR • DIMENSIONS (DIAXH) MM/INCH 8 1 x I84mm 0 270' IN ANY DIRECTION v 3.7'x7.25' GPS WEIGHT W/ACCESSORIES 075 lbs CONNECTOR N—FEMALE TOP d .sh FREQUENCY RANGE 1590 t 30MHz eFNp, Mp1, 6FNO4'NN wireless— . R9p/GS ��p�US 5701 SOUTH SANTA FE DRIVE CUI2PSM6P4XXX CUI2PSM9P6XXX LITTLETON, CO 80120 GPS UNIT OBSTRUCTIONS MUST (4 AWG CONDUCTORS) (6 AWG CONDUCTORS) BE 13ELOW 10' 1.41"0 0 0 _ Q �2.. 0 0 eNp R yN TOTALLY C�®G�G�IB4` EDL 9 '1 NB-C ENGINEERING SERVICES,LLC. BACK SIDE CUI2PSM9P8XXX 6095 MARSHALEE DRIVE,SUITE 300 (8 AWG CONDUCTORS) ELKRIDGE,MD 27075 (410)712-7092 GPS DETAIL NO SCALE GPS MINIMUM SKY VIEW REQUIREMENTSMINIMUM BEND RADIUSES F', SCALE 2 CABLES UNLIMITED HYBRID CABLE --FOS 3 DESC QTY OF NE SITE ID 01 NVNYCCZI31A Qty KID 7'0 TWR TYPEt MONOPOLE HYBRID BEND RADIUS_ no, The prepafer mutt determine the lengths below._ This Is the PAD conterfor the antennas on towers. RAD CENTER(ft) 75.0 For a moftep,this Is the total length of all vertical �O � sections of the hybnoate7 d, PS514 ICE BRIDGE HfiIGHT(fi) 10,0 This Is the height of the bridge coverings, 0311712022 This Is the length of the total ice bridge covadngs,if KRUPAKARAN KOLANDAIVELU,P.E. ICE BRIDGE LENGTH(R) 19.0 more than one Ica bridge Is used or total horltontal STATE OF NEW YORK lengths of hybrid if this Is Inside a building, PROFESSIONAL ENGINEER LICENSE#091974 LENGTH ACROSS PLATFORM(ft) 110 This Is the length fromthe cabinet to the first band up the fee bridge or Imide a radio room IT IS A VIOLATION OF LAW FOR ANY PERSON, T 9E t e horizontal lengthfrom the tower to the UNLESS THEY ARE ACTING UNDER THE DIRECTION OVP at the antenna level or the total horltontal OF A UCESED PROFESSIONAL ENGINEER, N LENGTH FROM TOWER TOP TO OVP(R) 1.0 lengths of hybrid on a building or large salt TO ALTER THIS DOCUMENT. tow- I u DRAWN BY: CHECKED BY:APPROVED BY: This Is the vertical length of hybnd that comes out to VERTICAL LENGTH OF HYBRID INTO TOWER TOP OVP(R) 1.0 the tower tap OVP to the beginning of the first bend JQG BRN TA that Is going Into the monopole port. tENmH N RFDS REV #: Additional Extess Hybrid to be added ITo be determined by pmpamt) 0 Total Hybrid Length to Order (Rounded up to nearest whole number) 111 CONSTRUCTION DOCUMENTS HYBRID CABLE CALCULATOR NO SCALE 4 NOT USED NO SCALE 5 NOT USED NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION 0 11/22/2021 ISSUED FOR CONSTRUCTION 1 03/02/2022 ISSUED FOR CONSTRUCTION 2 03/10/2022 ISSUED FOR CONSTRUCTION 3 03/15/2022 ISSUED FOR CONSTRUCTION 4 03/17/2022 ISSUED FOR CONSTRUCTION A&E PROJECT NUMBER 825717 DISH Wireless Ll—C. AA PROJECT INFORMATION NYNYCO2131A 12585 SOUND AVE. MATTITUCK, NY 11952 SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER A-5 NOT USED NO SCALE ] NOT USED FN. SCALE F8 NOT USED NO SCALE 9 r FUJITSU TRIPLE BAND FUJITSU DUAL BAND RAYCAP RDIDC-9181—PF-48 TA08025-13605 TA08025-8604 DC SURGE PROTECTION (OVP) DIMENSIONS (HxWxD) 14.9"x15.7"x9" DIMENSIONS (HxWxD) 14.9"x15.7"x7.8" DIMENSIONS (HxWxD) 18.98x14.39"x8.15" WEIGHT 74.95 lbs WEIGHT 63.9 lbs " WEIGHT 21.82 LBS CONNECTOR TYPE 4.3-10 RF 1; CONNECTOR TYPE 4.3-10 RF 1 jI 1 11 it (lull rill d.111.0 s h CONNECTOR ;;rl. (PLAN I POWER SUPPLY DC POWER SUPPLY DC —58--36V 6V PLAN PLAN Wreless- 0 0 5701 SOUTH SANTA FE DRIVE 1 O UTTLETON, CO 80120 I. i it BACK SIDE FRONT BACK SIDE FRONT NB-C ENGINEERING SERVICES,LLC. 6095 MARSHALEE DRIVE,SUITE 300 ELKRIDGE,MD 21075 SIDE BACK FRONT (410)712-7092 RRH DETAIL NO SCALE RRH DETAIL NO SCALEF2 SURGE SUPPRESSION DETAIL (OVP) NO SCALE 3 JMA JMA ANTENNA MOUNT BRACKET MOUNTING PIPE ��OFIto FWr SABRE DOUBLE Z—BRACKET scop MX08FRO665-21 #91900318 C10123155 DIMENSIONS (HxWxD) 72"x20.0"x8.0" TOTAL WEIGHT (WITH BRACKETS) 18 lbs (6.18 Kg) DIMENSIONS (HxWxD) (1 BRACKET) 5"x20"x1-13/16" i RF PORTS, CONNECTOR TYPE 8 x 4.3-10 FEMALE PLAN POLE DIAMETER RANGE 2.5" TO 4.5" WEIGHT (FULL ASSEMBLY) 35.79 lbs FOp Os is74 �fE5510�' WEIGHT 64.5 lbs ! ANTENNA �° PACKAGE QUANTITY 4 BRACKET 03117/2022 WEIGHT WITH BRACKETS 82.5 lbs KIT #91900318: TOP AND BOTTOM BRACKETS �• TOP FOR 4—,6—, AND 8—FOOT ANTENNAS ® MOUNTING # DESCRIPTION 2 � ®® ®® m 1 BRACKET ® KRUPAKARAN KOLANDAIVELU,P.E. 1 ANTENNA BRACKET NOT PART OF KIT 1 PLATE, CHANNEL BRACKET ®® �0 ®° STATE OF NEW YORK 2 RRH Z BRACKET, 3/16" ®® PROFESSIONAL ENGINEER 3 THREADED ROD ASSEMBLY 1/2"x12" ��� LICENSE#091974 3 IS A VIOLATION OF LAW FOR ANY PERSON, OO O O 0 0 0 0 0 0 0 ®® R UNLESS THEY ARE ACTING UNDER THE DIRECTION 1 O ° ®� OF A LICENSED PROFESSIONAL ENGINEER, ® m TO ALTER THIS DOCUMENT. DRAWN BY- CHECKED BY:APPROVED BY: 0 0 0 0(=D 0 0 0 C=) C= 0 ®� ® JQG BRN TA ANTENNA ®�0 ®m RFDS REV #: --- NOTE: BRACKET-��,`-�.., .* NOTE: OR DISH Wireless L.L.C. CENTER OR DISH Wireless EQUIVALENT CONSTRUCTION APPROVED EQUIVALENT MOUNTING SIDE FRONT BRACKET DOCUMENTS ANTENNA DETAIL NO SCALE 4 ANTENNA BRACKET DETAIL FNO SCALE 5 RRH MOUNT DETAIL NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION NOTE: NOTE: 0 11/22/2021 ISSUED FOR CONSTRUCTION COMMSCOPE XP-2040 OR DISH Wireless L.L.G. SITEPROI 6CHMT OR DISH Wireless L.L.C. 1 03/02/2022 _ISSUED FOR CONSTRUCTION LENT CROSSOVER PLATE APPROVED EQUIVALENT FLUSH MOUNT APPROVED EQUIVA 2 03/10/2022 ISSUED FOR CONSTRUCTION DIMENSIONS (HxW) 10"x12" PIPE SIZE 2-3/8"0 to 4-1/2"0 3 03/15/2022 ISSUED FOR CONSTRUCTION WEIGHT 11 lbs WEIGHT 270.41 lbs 4 03/17/2022 ISSUED FOR CONSTRUCTION POLE SIZE FITS 17-1/2"0 to 56"0 is 0 A&E PROJECT NUMBER 825717 DISH Wireless L.L.C. 0 PROJECT INFORMATION NYNYCO2131A _Le_ SDE 12585 SOUND AVE. PLATE PLATE MATTITUCK, NY 11952 EI � SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER PLAN SIDE U—BOLT U—BOLT TOP SIDE A-6 F- RRH/OVP MOUNT DETAIL NO SCALE 7 ANTENNA MOUNT DETAIL NO SCALE $ NOT USED NO SCALE 9 EASEMENT RIGHTS DC POWER WIRING SHALL BE COLOR CODED AT EACH END FOR IDENTIFYING +24V AND –48V CONDUCTORS. RED MARKINGS SHALL IDENTIFY +24V AND BLUE MARKINGS SHALL IDENTIFY –48V. 1. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED UNDERGROUND UTILITY CONDUIT ROUTE. • 2. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. 3. THE GROUND LEASE DOES NOT SPECIFY OUR UTILITY RIGHTS. 'PWR"AND 'FBR"PATH DEPICTED ON A-1 AND E-1 ARE BASED ON BEST v AVAILABLE INFORMATION INCLUDING BUT NOT LIMITED TO FIELD VERIFICATION, PRIOR PROJECT DOCUMENTATION AND OTHER REAL PROPERTY RIGHTS DOCUMENTS. WHEN INSTALLING THE UTILITIES PLEASE LOCATE AND FOLLOW EXISTING PATH. IF EXISTING PATH IS NOT 1. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING A BID. ANY QUESTIONS ARISING AN OPTION, PLEASE NOTIFY CROWN CASTLE REAL ESTATE AS FURTHER COORDINATION MAY 8E NEEDED. DURING THE BID PERIOD IN REGARDS TO THE CONTRACTOR'S FUNCTIONS, THE SCOPE OF.WORK, OR ANY d.sh OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT wnrelesSn MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. 2. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL STATE AND LOCAL CODES, LAWS, AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS REQUIRED TO MEET NEC STANDARDS. 5701 SOUTH SANTA FE DRNE LITTLETON, CO 80120 3. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO CONSTRUCTION. 4. CONDUIT ROUGH–IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS. VERIFY WITH THE MECHANICAL EQUIPMENT CONTRACTOR AND COMPLY AS REQUIRED. 5. CONTRACTOR SHALL PROVIDE ALL BREAKERS, CONDUITS AND CIRCUITS AS REQUIRED FOR A COMPLETE SYSTEM. rI� 6. CONTRACTOR SHALL PROVIDE PULL BOXES AND JUNCTION BOXES AS REQUIRED BY THE NEC ARTICLE 314. N c 10= 7. CONTRACTOR SHALL PROVIDE ALL STRAIN RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES. TOTALLY INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. COMMITTED. NB-C ENGINEERING SERVICES,LLC. B. ALL DISCONNECTS AND CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES 6095 MARSHALEE DRIVE,SUITE 300 INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM. ELKRIDGE.MO 21075 — —•— —•—,— ^—•—Y—s—�—' EXISTING (410)712-7092 MONOPOLE /I 9. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC 250. O I / THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULL BOXES, AND ALL EXISTING ` DISCONNECT SWITCHES, AND EQUIPMENT CABINETS. i I °. .°�•� EQUIPMENT PAD 10.ALL NEW MATERIAL SHALL HAVE A U.L. LABEL. EXISTING• ° �� OF NE } I EQUIPMENT ,�c ,Yo ,PAD O KO11.PANEL SCHEDULE LOADING AND CIRCUIT ARRANGEMENTS REFLECT POST–CONSTRUCTION EQUIPMENT. + PROPOSED DISH ICE # BRIDGE EXISTING 12' WIDE .I °n .a.a:a EXISTING UTILITY + 12.CONTRACTOR SHALL BE RESPONSIBLE FOR AS–BUILT PANEL SCHEDULE AND SITE DRAWINGS. CHAIN–LINK GATE H–FRAME R ' INSTALL NEW METER ° r 1 EXISTING ICE I BRIDGE (NP) 13. ALL TRENCHES IN COMPOUND TO BE HAND DUG o,q�f 1974 i ON PROPOSED DISH I ESS101>P� PLATFORM + I I + 03/77/2022 ti +11 4] KRUPAKARAN KOLANDAIVELU,P.E. 0 FBR FBR FBR FBR I- - '- I + STATE OF NEW YORK i PROFESSIONAL ENGINEER >' LICENSE#091974 PROPOSED FIBER IT IS A NOTATION OF LAW FOR ANY PERSON, VAULT TO BE ° ' UTILIZED BY DISH I — ;'n°.. + UNI Fc UEY ENSEO ACTING UNDER THE PROFESSIONAL ENGINEER.ON Wireless AS MMP (MEET ME POINT) ---. -° .: + <°..a ° TO ALTER THIS DOCUMENT PROPOSED 2" SCH 40 CONDUIT FROM I MMV TO PROPOSED DISH H–FRAME I (DISH TO INSTALL CONDUIT) I + �.. DRAWN BY: CHECKED BY:APPROVED BY: (LENGTH: 17't) L---J _ • ° JOG BRN TA EXISTINGas RFDS REV : --- EQUIPMENT/CABINETS TO ° EXISTING BE REMOVED EQUIPMENT PLATFORM CONSTRUCTION _ � ' EXISTING EQUIPMENT + '• DOCUMENTS ° PAD + a ° �. 41, SUBMITTALS �- ° �vREV DATE DESCRIPTION + 0 11/22/2021 ISSUED FOR CONSTRUCTION a + 1 03/02/2022 ISSUED FOR CONSTRUCTION a. a 2 03/10/2022 ISSUED FOR CONSTRUCTION + i 3 03/15/2022 ISSUED FOR CONSTRUCTION 4 03/17/2022 ISSUED FOR CONSTRUCTION A&E PROJECT NUMBER EXISTING CHAIN–LINK 825717 FENCE DISH Wireless L.L.C. PROJECT INFORMATION NYNYCO2131A 12585 SOUND AVE. MATTITUCK, NY 11952 SHEET TITLE ELECTRICAL/FIBER ROUTE PLAN AND NOTES SHEET NUMBER 6 4 2 0 5 10 E-1 3 16'=1'–O'UTILITY ROUTE PLAN ELECTRICAL NOTES NO SCALE 2 CARLON EXPANSION FITTINGS SEE TRENCHING NOTE 1 DISH Wireless L.L.C. DISH Wireless L.L.C. FIBER MALE TERMINAL STD PROVIDES 12AWG F00—D] DISTRIBUTION PANEL. • COUPLING END ADAPTER END SIZE CTN TRAVEL VARIES PER BACKFILL PER SITE WIRE (6' TAIL) PROPOSED DISH Wireless L.L.C. PART# PART# QTY LENGTH PART NUMBER TRENCHING NOTES WORK SPECIFICATIONS E945D E945DX 1/2" 20 4'1 1. CONTRACTOR SHALL RESTORE THE (SEE GENERAL NOTES) TELCO FIBER ENCLOSURE _ TRENCH TO ITS ORIGINAL SLOPE TO SUIT SOIL E945E E945EX 3/4" 15 4•• SUP JOINT CONDITIONS BY EITHER SEEDING CONDITION IN ACCORDANCE d .sh (SEE CHART FOR OR SODDING GRASS AREAS, OR WITH LOCAL REGULATIONS `w�j E945F E945FX 1" 10 4'• r-I PART NUMBER) REPLACING ASPHALT OR CONCRETE SEE TRENCHING NOTE 2 PROPOSED DISH Wireless -f,relessn L.L.C. UNISTRUT I AREAS TO ITS ORIGINAL CROSS / E945G E945GX 1 1/4" 5 4" 1 1 SECTION. DISH Wireless L.L.C. FIBER 0 I I 2. TRENCHING SAFETY; INCLUDING, o \ �\ C,w JUMPER TO CABINET WILL 5701 SOUTH SANTA FE DRIVE E945H E945HX 1 1/2" 5 4" I I I \�\ o x NEED TO BE TERMINATED BY LITTLETON, CO 80120 N 1 1 BUT NOT LIMITED TO SOIL /�/ w u¢ m T w FIBER PROVIDER ON OTHER E945J E945JX 2" 15 8" 1 1 CLASSIFICATION, SLOPING, AND - 3� PROPOSED DISH SIDE OF BULKHEAD/LC TO LC I SHORING, SHALL BE GOVERNED F z //�� m 4i m Wireless L.L.C. CONNECTOR WHERE CIRCUIT E945K E945KX 2 1/2" 10 8" - 1 1 BY THE CURRENT OSHA w x / p 10 AMP DISTRIBUTION IS TERMINATED. 1 TRENCHING AND EXCAVATION o z� - /\ - rn BREAKER E --ems E945E E945EX 3" 10 8" co _ SAFETY STANDARDS. o ... :. •- 0 E945M E945MX 3 1/2" 5 8" 3. ALL CONDUITS SHALL BE wZ f / I` / .:...;; IN IN O w _ PROPOSED FIBER PROVIDER INSTALLED IN COMPLIANCE WITH >'n FIBER LATERAL FROM RIGHT E945N E945NX 4" 5 8" " / PROPOSED DISH Wireless L.L.C. 0 Q THE CURRENT NATIONAL /� /. OF WAY TO STREET, �n _ UTILITY WARNING TAPE 12 AWG WIRE TERMINATED TO FDP IIIIJJJJ E945P E945PX 5" 1 e" ELECTRIC CODE (NEC) OR AS PROPOSED DISH Wireless L.L.C. NOTE: REQUIRED BY THE LOCAL SAND BEDDING PER SITE 1-1/2" POWER FROM CABINET \ PROPOSED DISH Wireless L.L.C. TOTALLY COMM11 TED E945R E945RX 6" 1 8" CONTRACTOR TO INSTALL EXPANSION FITTING JURISDICTION, WHICHEVER IS WORK SPECIFICATIONS 1-1/2" FIBER TO CABINET SLIP JOINT AT METER CENTER CONDUIT THE MOST STRINGENT. DISH Wireless L.L.C. INSTALLS Ne+C ENGINEERING SERVICES,LLc. TERMINATION, AS PER LOCAL UTILITY POLICY, 1-1/2" CONDUITS FOR POWER PROPOSED DISH Wireless L.L.C. 6095 MARSHALEE DRIVE,SUITE 300 ORDINANCE AND/OR SPECIFIED REQUIREMENT. AND FIBER TO CABINET 2" CONDUIT FROM COMMERCIAL ELKRIDGE,MD 21075 FIBER VAULT (410)712-7092 EXPANSION JOINT DETAIL NO SCALE TYPICAL UNDERGROUND TRENCH DETAIL NO SCALE 2 DARK TELCO BOX — INTERIOR WIRING LAYOUT NQ SCALE 3 OF NE(y NOTE: FIBER PROVIDER c PROPOSED FIBER WILL NEED TO PROVIDE AN NID, IF REQUIRED ADDITIONAL 5FT UNISTRUT, PROPOSED DISH Wireless L.L.C. 2 U–BOLTS WITH 4 NUTS, 9197A$•4:- UNISTRUT THE EVENT THE p'R7f B BRACKET SPACING DOESN'T LINEUP WITH CURRENT SPACING BELOW 03/1712022 PROPOSED FIBER PROVIDER IN IN OUT 1-1/4"'FLEX CONDUITS KRUPAKARAN KOLANDAIVELU,P.E. FIBER PROVIDER TO TERMINATE STATE OF NEW YORK POWER TO FIBER PROVIDER NID FIBER PROVIDER TO PUNCH TOP OF TELCO BOX OF NID ENCLOSURE AND PROFESSIONAL ENGINEER PROPOSED DISH Wireless L.L.C. INSTALL 1-1/4" LIQUID TIGHT LICENSE#091974 12 AWG WIRE (6' TAIL) CONNECTORS, UL U NYLON MATERIAL, WITH 0–RING GASKET R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION FIBER PROVIDER TO INSTALL OF A IJCENSED PROFESSIONAL ENGINEER, 1-1/4" FLEX CONDUITS BETWEEN TO ALTER THIS DOCUMENT. PROPOSED DISH Wireless L.L.C. FDP TELCO BOX & NID 10 AMP DISTRIBUTION BREAKER PROPOSED DISH Wireless L.L.C. DRAWN BY: CHECKED BY:APPROVED BY: PROPOSED DISH Wireless L.L.C. TELCO FIBER ENCLOSURE JQG BRN TA 12 AWG WIRE PROPOSED DISH Wireless L.L.C. - — 1-1/2" FIBER TO CABINET RFDS REV #: --- w w o PROPOSED DISH Wireless L.L.C. 0 0 PROPOSED DISH Wireless L.L.C. CONSTRUCTION 1-1/2" POWER FROM CABINET 2" CONDUIT FROM COMMERCIAL FIBER VAULT DOCUMENTS LIT TELCO BOX — INTERIOR WIRING LAYOUT (OPTIONAL) NO SCALE 4 NOT USED NO SCALE 5 NOT USED NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION 0 11/22/2021 ISSUED FOR CONSTRUCTION 1 03/02/2022 ISSUED FOR CONSTRUCTION 2 03/10/2022 ISSUED FOR CONSTRUCTION 3 03/15/2022 ISSUED FOR CONSTRUCTION 4 03/17/2022 ISSUED FOR CONSTRUCTION A&E PROJECT NUMBER 825717 DISH Wireless LLC. PROJECT INFORMATION NYNYCO2131A 12585 SOUND AVE. MATTITUCK, NY 11952 SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E-2 NOT USED NO SCALE ] NOT USEDNO SCALE NOT USED NO SCALE F91 ( j NOTES THE ENGINEER OF RECORD HAS PERFORMED ALL REQUIRED SHORT CIRCUIT • PROPOSED POWER PROTECTIVE CABINET ENERSYS NETWORK CABINET CALCULATIONS AND THE AIC RATINGS FOR EACH DEVICE IS ADEQUATE TO PROTECT THE tENCLOSURE EXISTING UTILITY COMPANY PAD MOUNTED UTILITY SERVICE ENTRANCE 120/24OV, 1 PH, SERVICE RATED, EQUIPMENT AND THE ELECTRICAL SYSTEM. TRANSFORMER 120/240 VAC 1PH OVERALL UL LISTED POWER CENTER,N3R, 65K/10K AIC THE ENGINEER OF RECORD HAS PERFORMED ALL REQUIRED VOLTAGE DROP CALCULATIONS AND ALL BRANCH CIRCUIT AND FEEDERS COMPLY WITH THE NEC BACKUP MAIN BREAKER WITH (LISTED ON T-1) ARTICLE 210.19(A)(1) FPN NO. 4. GENERATOR 200A INTERLOCKED GENERATOR d .shCOMPANY REQUIREMENTS GEN PLUGNEW WIRE AND CONDUIT PER UTILITY CAMLOCK FEED, 200A 65K AIC (3) PROPOSED CONDUIT SIZING: AT 407 FILL PER NEC CHAPTER 9, TABLE 4, ARTICLE 358. •0.75" EMT CONDUITS 0.5" CONDUIT - 0.122 SQ. IN AREA mdreless- ROPOSED 200A, 120/24OV, N 0.75" CONDUIT - 0.213 SQ. IN AREA -PHASE, NEMA 3R, UTILITY SURGE SUPPRESSION 2.0" CONDUIT - 1.316 SO. IN AREA OMPANY APPROVED METER DEVICE 100KA SAD/MOV 3.0" CONDUIT - 2.907 SO. IN AREA 5701 SOUTH SANTA FE DRIVE 01 02 LITTLETON. CO 80120 GFCI 15A 40A PROPOSED 2 #8, 1 #8 CU GND. CABINET CONVENIENCE OUTLET CONDUCTORS (1 CONDUIT): USING THWN-2, CU. 03 04 FOR RECTIFIERS 1 & 2 15A #10 - 0.0211 SO. IN X 2 = 0.0422 SO. IN NEW 200A, 120/240V, 1¢3W, SERVICE RATED, 05 06 #10 - 0.0211 SQ. IN X 1 = 0.0211 SO. IN <GROUND FUSIBLE DISCONNECT (NEMA 3R). SPACE 40A PROPOSED 2 & 8 CU GND. FOR RECTIFIERS 3 & 4 (SQUARE D MODEL No. D224NRB/OR EQUIVALENT). 07 08 SHARED GROUND WIRE TOTAL = 0.0633 SQ. IN VERIFY COMPATIBILITY WITH LOCAL UTILITY COMPANY. SPACE #4 CU (GROUNDING 200 LOCATION OF MAIN BONDING JUMPER. 09 10 PROPOSED 2 #8 8 CU GN 0.5" EMT CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (3) WIRES, ELECTRODE CONDUCTOR) SPACE II 12 20A FOR RECTIFIER 5 INCLUDING GROUND WIRE, AS INDICATED ABOVE. N �� SPACE 13 14 RECTIFIER CONDUCTORS (3 CONDUITS): USING UL1015, CU. (3) 3/0 WITH #6 GROUND 16 ACE IS SPACE Cmm: IN 3" SCH 40 CONDUIT SP #8 - 0.0552 SO. IN X 2 = 0.1103 SQ. IN SPACE I7 18 SPACE #8 - 0.0131 SO. IN X 1 = 0.0131 SQ. IN <BARE GROUND TOTALLY COMMITTED. SPACE I9 20 SPACE TOTAL = 0.1234 SQ. IN NB+C ENGINEERING SERVICES,LLC. (1) PROPOSED 6095 MARSHALEE DRIVE,SUITE 300 SPACE SPACE 0.5" EMT CONDUIT 0.75" EMT CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (3) WIRES, ELKRIDGE,NIO 21075 21 22 INCLUDING GROUND WIRE, AS INDICATED ABOVE. (410)712-7092 SPACE 23 24 SPACE SPACE SPACE PPC FEED CONDUCTORS (1 CONDUIT): USING THWN, CU. PROPOSED 2 #10, 1 #10 CU GND. FOR CONVENIENCE OUTLET 3/0 - 0.2679 S0. IN X 3 = 0.8037 S0. IN #6 - 0.0507 SQ. IN X 1 = 0.0507 SQ. IN <GROUND GROUNDING ELECTRODE SHALL BETOTAL = 0.8544 SQ. IN CK OF KD E�h (2) 5/8"0 X 10' LONG GROUND ROD NOTE: �.Q' }0 SPACED MINIMUM 6' APART CONTRACTOR TO REFER TO BRANCH CIRCUIT WIRING SUPPLYING RECTIFIERS ARE TO BE RATED UL1015. 105'C, 60OV, AND PVC INSULATED, IN THE SIZES SHOWN "$ CONDUIT SCH 40 PVC TO FINAL UTILITY DESIGN DETAILS IN THE ONE-LINE DIAGRAM. CONTRACTOR MAY SUBSTITUTE UL1015 WIRE FOR THWN-2 FOR CONVENIENCE OUTLET BRANCH CIRCUIT. NCLUD NG GROUNDWIRE. AS INDICAATEDEABOVEANDLE THE TOTAL OF (4) WIRES, a BREAKERS REQUIRED: 3a (2) 40A, 2P BREAKER - SQUARE D P/N:00240 ``d 091974 (1) 20A, 2P BREAKER - SQUARE D P/N:Q022O SET (1) (1) 20A, 1P BREAKER - SQUARE D P/N:Q0120 03/17/2022 KRUPAKARAN KOLANDAIVELU,P.E. STATE OF NEW YORK PROFESSIONAL ENGINEER LICENSE#091974 PPC ONE-LINE DIAGRAM NO SCALE 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. DRAWN BY: CHECKED BY:APPROVED BY: JOG BRN TA RFDS REV If: --- CONSTRUCTION DOCUMENTS PROPOSED ENERSYS PANEL SCHEDULE SUBMITTALS VOLT AMPSCKr C VOLT AMPS KT REV DATE DESCRIPTION LOAD SERVED (WATTS) TRIP # PHASE # TRIP (WATTS) LOAD SERVED L1 I L2 L1 L2 0 11/22/2021 ISSUED FOR CONSTRUCTION PPC GFCI OUTLET 180 15A 1 A 2 40A 3840 ENERSYS ALPHA CORDER 1 03/02/2022 ISSUED FOR CONSIRUCTION ENERSYS GFCI OUTLET 180 15A 3 8 4 3840 RECTIFIERS 1 &2 2 03/10/2022 ISSUED FOR CONSTRUCTION -SPACE- 7 B 8 3840 RECTIFIER 3 & 4 -SPACE- 5 A 6 40A 3840 ENERSYSALPHA CORDER 3 03/15/2022 ISSUED FOR CONSTRUCTION -SPACE- 9 A 10 1920 ENERSYS ALPHA CORDEX -SPACE- 11 B 12 20A 1920 RECTIFIER 5 4 03/17/2022 ISSUED FOR CONSTRUCTION -SPACE- 113 A 14 -SPACE- -SPACE- 15 B 16 -SPACE- -SPACE- 17 A 18 -SPACE- -SPACE- 19 SPACE-- A - 19 B 20 -SPACE- A&E PROJECT NUMBER -SPACE- 1 21 A 22 -SPACE- -SPACE- 1 123 kfq R 24 -SPACE- 8255717 VOLTAGE AMPS180 180 9500 9500 200A MCB, 1,1,' 24 SPACE, 120 240V L1 L2DISH Wireless L.L.C.MB RATING: 65,000 AIC 9680 9680 VOLTAGE AMPS 81 1 81 1 AMPS I PROJECT INFORMATION 81 1 MAX AMPS 102 IMAX 1257 NYNYCO2131 A 12585 SOUND AVE. MATTITUCK, NY 11952 SHEET TITLE ELECTRICAL ONE-LINE, FAULT CALCS & PANEL SCHEDULE SHEET NUMBER E-3 PANEL SCHEDULE NO SCALE 2 NOT USED NO SCALE 3 PROPOSED I I • EXOTHERMIC CONNECTION � TEST GROUND ROD WITH • BUSS BAR I INSPECTION SLEEVE INSULATORS PROPOSED 4"x12"x1/4" TINNED ■ MECHANICAL CONNECTION • EXISTING I COPPER GROUND BUSSBAR —___— v TEST WELL I, — � — #6 AWG STRANDED & INSULATED 7 I GROUND BUS BAR o J► — — t— 11 — —I t—� _ — `► I I � `� — #2 AWG SOLID COPPER TINNED l I I I O GROUND ROD d.sh ' - BUSS BAR INSULATOR I_ �nrirelessa BOND PROPOSED EQUIPMENT I PLATFORM TO PROPOSED e.: � LITTLETON, CO 80720. \ \. GROUNDING ELECTRODE SYSTEM (NP. 4) i Q /�i \ \ GROUNDING LEGEND 5701 SOUTH SANTA FE DRIVE I BOND H—FRAME POST TO I t; JTI i I� t iT I \' EXISTING TOWER GROUND 1. GROUNDING IS SHOWN DIAGRAMMATICALLY ONLY. UNI—STRUT (NP.) RING (FEILD VERIFY) BOND ICE BRIDGE 2. CONTRACTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE-SYSTEM. GROUNDING SHALL BE IN IikIl !I j—�t1t�t SUPPORT POSTS TO \ COMPLIANCE WITH NEC SECTION 250 AND DISH Wireless L.L.C. GROUNDING AND BONDING EXISTING I I {-{ JI'' II}�I GROUND RING BOND(s) --� REQUIREMENTS AND MANUFACTURER'S SPECIFICATIONS. CONCRETE PAD I T I �/rj I}-1tJ I�1 1 1 1! (TYP ALL POSTS) ' -IF,•- I-]-1 ` I' I I C7 EXISTING MONOPOLE 3. ALL GROUND CONDUCTORS SHALL BE COPPER; NO ALUMINUM CONDUCTORS SHALL BE USED. EXISTING BURIED GROUND RING III?li�I TOTALLY COMMITTED. ` NB+C ENGINEERING SERVICES,LLC. CTI' {F i O - ARSHALEE DRIVE,SUITE 300 #2 TINNED SOLID IN 1/2 �-I 4-- t--IT; 1 I ELKRIDGE,MD 21075 MIN. LIQUID TIGHT CONDUIT GROUNDING KEY NOTES 6095 Mj I Itl I I Qo. (410)712-7092 FROM 24" BELOW GRADE j h� TO WITHIN 3" TO 6" OF _ I I ({ EXTERIOR GROUND RING: #2 AWG SOLID COPPER, BURIED AT A DEPTH OF AT LEAST 30 INCHES BELOW CAD—WELD TERMINATION ��{I; ` -1 I-,fi�- O GRADE, OR 6 INCHES BELOW THE FROST LINE AND APPROXIMATELY 24 INCHES FROM THE EXTERIOR WALL POINT. EXPOSED END OF I h�_! J i t I — — — — - —� / OR FOOTING. THE LIQUID TIGHT CONDUIT1 --rt ++--} o- MUST BE SEALED WITH <Ii:'I ! I I oQ oQ SILICONE CAULK. (NP) ;\�I i i" _ — — — ``\ QO /� B TOWER GROUND RING: THE GROUND RING SYSTEM SHALL BE INSTALLED AROUND AN ANTENNA TOWER'S LEGS, OF NE �l, O AND/OR GUY ANCHORS. WHERE SEPARATE SYSTEMS HAVE BEEN PROVIDED FOR THE TOWER AND THE SE xo K p 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. r' c INTERIOR GROUND RING: #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTOR EXTENDED AROUND THE �/I I ` � O PERIMETER OF THE EQUIPMENT AREA. ALL NON—TELECOMMUNICATIONS RELATED METALLIC OBJECTS FOUND �F` — O gg 1976 O — — — - — I O WITHIN A SITE SHALL BE GROUNDED TO THE INTERIOR GROUND RING WITH #6 AWG STRANDED GREEN p'PoFESSIO�� I I EXISTING EQUIPMENT GROUND RING TO INSULATED CONDUCTOR. BOND EQUIPMENT AS I I EXISTING TOWER GROUND RING (TOTAL 2) BOND TO INTERIOR GROUND RING: g2 AWG SOLID TINNED COPPER WIRE PRIMARY BONDS SHALL BE REQUIRED BY MANUFACTURER I I � 03/17/2022 I I O PROVIDED AT LEAST AT FOUR POINTS ON THE INTERIOR GROUND RING, LOCATED AT THE CORNERS OF THE BUILDING. KRUPAKARAN KOLANDAIVELU,P.E. -----------I STATE OF NEW YORK GROUND ROD: UL LISTED COPPER CLAD STEEL. MINIMUM 1/2" DIAMETER BY EIGHT FEET LONG. GROUND PROFESSIONAL ENGINEER TYPICAL EQUIPMENT GROUNDING PLAN NO SCALE 1 E RODS SHALL BE INSTALLED WITH INSPECTION SLEEVES. GROUND RODS SHALL BE DRIVEN TO THE DEPTH OF LICENSE#091974 GROUND RING CONDUCTOR. NOTES O CELL REFERENCE GROUND BAR: POINT OF GROUND REFERENCE FOR ALL COMMUNICATIONS EQUIPMENT IT IS A VIOLATION OF LAW FOR ANY PERSON, F UNLESS THEY ARE ACTING UNDER THE DIRECTION FRAMES. ALL BONDS ARE MADE WITH #2 AWG UNLESS NOTED OTHERWISE STRANDED GREEN INSULATED OF A LICENSED PROFESSIONAL ENGINEER, ANTENNAS AND OVP SHOWN ARE GENERIC AND NOT COPPER CONDUCTORS. BOND TO GROUND RING WITH (2) #2 SOLID TINNED COPPER CONDUCTORS. TO ALTER THIS DOCUMENT. REFERENCING TO A SPECIFIC MANUFACTURER. THIS LAYOUT IS FOR REFERENCE PURPOSES ONLY O HATCH PLATE GROUND BAR: BOND TO THE INTERIOR GROUND RING WITH TWO #2 AWG STRANDED GREEN DRAWN BY: CHECKED BY:APPROVED BY: INSULATED COPPER CONDUCTORS. WHEN A HATCH—PLATE AND A CELL REFERENCE GROUND BAR ARE BOTH PROPOSED #2 AWG STRANDED PRESENT, THE CRGBMUST BE CONNECTED TO THE HATCH—PLATE AND TO THE INTERIOR GROUND RING JOG BRN TA COPPER GREEN INSULATED (NP) USING (2) TWO #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTORS EACH. RFDS REV #: --- H EXTERIOR CABLE ENTRY PORT GROUND BARS: LOCATED AT THE ENTRANCE TO THE CELL SITE BUILDING. BOND INSPECTIONOGROUNDRING SLEEVE. CONSTRUCTION A #2 AWG SOLID TINNED COPPER CONDUCTORS WITH AN EXOTHERMIC WELD AND CONSTRUCTION _. PROPOSED UPPER TOWER DOCUMENTS 1 - GROUND BAR OI TELCO GROUND BAR: BOND TO BOTH CELL REFERENCE GROUND BAR OR EXTERIOR GROUND RING. OFRAME BONDING: THE BONDING POINT FOR TELECOM EQUIPMENT FRAMES SHALL BE THE GROUND BUS THAT SUBMITTALS IS NOT ISOLATED FROM THE EQUIPMENTS METAL FRAMEWORK. REV DATE DESCRIPTION OINTERIOR UNIT BONDS: METAL FRAMES, CABINETS AND INDIVIDUAL METALLIC UNITS LOCATED WITH THE AREA 0 11/22/2021 ISSUED FOR CONSTRUCTION L OF THE INTERIOR GROUND RING REQUIRE A #6 AWG STRANDED GREEN INSULATED COPPER BOND TO THE 1 03/02/2022 ISSUED FOR CONSTRUCTION INTERIOR GROUND RING. 2 03/10/2022 ISSUED FOR CONSTRUCTION FENCE AND GATE GROUNDING: METAL FENCES WITHIN 7 FEET OF THE EXTERIOR GROUND RING OR OBJECTS 3 03/15/2022 ISSUED FOR CONSTRUCTION BONDED TO THE EXTERIOR GROUND RING SHALL BE BONDED TO THE GROUND RING WITH A #2 AWG SOLID 4 03/17/2022 ISSUED FOR CONSTRUCTION / PROPOSED BUSS BAR TINNED COPPER CONDUCTOR AT AN INTERVAL NOT EXCEEDING 25 FEET. BONDS SHALL BE MADE AT EACH / I — (TYP) GATE POST AND ACROSS GATE OPENINGS. / I O EXTERIOR UNIT BONDS: METALLIC OBJECTS, EXTERNAL TO OR MOUNTED TO THE BUILDING, SHALL BE BONDED A&E PROJECT NUMBER I \ PROPOSED 4"x6"0/4" COPPER TO THE EXTERIOR GROUND RING. USING #2 TINNED SOLID COPPER WIRE SECTOR GROUND BUSSBAR 825717 (NP OF 3) O ITH #2 AWG TINNED COPPER COONDUCTOR . PROVIDED EXOT ERMICL WELDS AT BOTHCH ICE BRIGE LEG SHAL BE BONDED TO THEE ICE BRGROUIIDGEI LEGW D RNGWAND BURIED BARE GROUND RING. DISH Wireless L.L.C. / PROJECT INFORMATION DURING ALL OC POWER SYSTEM CHANGES INCLUDING DC SYSTEM CHANGE OUTS, RECTIFIER REPLACEMENTS OR ADDITIONS, BREAKER DISTRIBUTION CHANGES, BATTERY ADDITIONS, BATTERY REPLACEMENTS AND NYNYCO2131 A \ / \ INSTALLATIONS OR CHANGES TO DC CONVERTER SYSTEMS IT SHALL BE REQUIRED THAT SERVICE 12585 SOUND AVE. CONTRACTORS VERIFY ALL DC POWER SYSTEMS ARE EQUIPPED WITH A MASTER DC SYSTEM RETURN GROUND CONDUCTOR TE GROM HBE�DC POWER SYSTEM COMMON RETURN BUS DIRECTLY CONNECTED TO THE CELL SITE MATTITUCK, NY 11952 REFERENTOWER TOP COLLECTOR BUSS BAR IS TO BE MECHANICALLY BONDED TO PROPOSED ANTENNA MOUNT COLLAR. SHEET TITLE REFER TO DISH Wireless L.L.C. GROUNDING NOTES. GROUNDING PLANSAND NOTES SHEET NUMBER G-1 TYPICAL ANTENNA GROUNDING PLAN NO SCALE 2 GROUNDING KEY NOTES NO SCALET-3 NOTES NOTES PROPOSED GPS UNIT EQUIPMENT CABINET OMITTED FOR CLARITY • CABLE GROUNDING NOT REQUIRED WHEN ANTENNA IS LESS THAN 10' FROM CABINET 4shPROPOSED GPS UNIT ` vArelessn 'I PROPOSED 200AMP f' ' �E I PROPOSED PIPE COLUMN PROPOSED POST #2 AWG GROUND ICONDUCTOR TO GROUND i 5701 SOUTH SANTA FE DRIVE ��O S UNIT 1 MOUNT OR APPROVED i PROPOSED PIPE CLAMPS EQUIVALENTPROPOSED DISH IWireless LLC.POWER PROTECTIVE CABINET RESERVED SPACE FIBER NID, I I. IF REQUIRED i - N o j 1====-___� p O 4t F I COAX CABLE 8" TOTALLY COMMITTED. MIN1 MINIMUM BENDING RADIUS x NB-C ENGINEERING SERVICES,LLC. P PER CABLE MANUFACTURER'S 6095 MARSHALEE DRIVE,SUITE 300 ELKRIDGE,MD 21075 ---- SPECIFICATIONS ,� I E----------- �r - `/TO GROUND- (410)7t2-7092 I I rf I Ir -- ii PROPOSEDi TYPICAL GPS UNIT GROUNDING NO SCALE 2 DISH Jl r l I!-'- Ir I I Wireless / I I I II III /1 11 L.L.C. / I I II OF Nffy I -III SWITCHyPS � vyi0�� II II r III j I ■ PROPOSED TELCO c I r FIBER ENCLOSURE 091811 �FES510�� r r PROPOSED #2 AWG TIE 03117/2022 .D 0j INTO GROUND RING (TYP) KRUPAKARAN KOLANDAIVELU,P.E. STATE OF NEW YORK PROPOSED PLATFORM #2 TINNED SOLD IN 1/2" MIN. LIQUID /t ` o o PROFESSIONAL ENGINEER TIGHT CONDUIT FROM 24" BELOW GRADE ROUND 001 O O �o / o o `\ LICENSE#091974 TO WITHIN 3"TO 6" OF CAD-WELD rBUSS BAR O o O O o o 0 0 TERMINATION POINT. EXPOSED END OF 1 I IT IS A IAOLAT10N OF LAW FOR ANY PERSON, THE LIQUID TIGHT CONDUIT MUST BE / i `\ 1 I UNLESS THEY ARE ACTING UNDER THE DIRECTION I fEQUIPMENT I 1 I SEALED WITH SILICONE CAULK. (TYP) II 11D BAR TO !/ \ �� I 1 \ OF A LICENSED PROFESSIONAL ENGINEER, 1 TO ALTER THIS DOCUMENT. DING 1 I 1 I \ IIODE I 1 I I II (TYP) I { - I PROPOSED GROUND RING r, I DRAWN BY: CHECKED BY:APPROVED BY: JQG BRN TA BASE CONNECTION RFDS REV : --- / PROP05ED awl T GROUND RING CONSTRUCTION 2 GROUND DOCUMENTS H—FRAME GROUNDING DETAIL NO SCALE OUTDOOR CABINET GROUNDING NO SCALE L3ISUBMITTALS REV DATE I DESCRIPTION 12" DIA x 24" DEEP 0 11/22/20211 ISSUED FOR CONSTRUCTION #2 TINNED SOLID IN 1/2" MIN. LIQUID INSPECTION SLEEVE PVC TIGHT CONDUIT FROM 24" BELOW GRADE OR SOIL PIPE WITH CAP t 03/02/2022 ISSUED FOR CONSTRUCTION a TO WITHIN 3" TO 6" OF CAD-WELD OR EQUIVALENT PIPE 2 03/10/20221 ISSUED FOR CONSTRUCTION TERMINATION POINT. EXPOSED END OF �� rt 3 03/15/2022 IssucO FOR CONSTRUCTION THE LIQUID TIGHT CONDUIT MUST BE / FINISHED GRADE SEALED WITH SILICONE CAULK. // -Z-o o: .o. o � oroo INCLUDE WARNING TAPE WITH 4 03/17/2022 ISSUED FOR CONSTRUCTION .o i boo;o.o P.o.6-:a*9'°g.00, b,:61:6. -°'o'o 9.t BACKFILL PER SPECIFICATIONS GRADE 3 0 A&E PROJECT NUMBER !zc 'i•`�. . 825717\ ;.�<' Of o _ \\\\\\\ I \\\\\\\\ EXOTHERMIC CONNECTION 3 J �,':ti :�\ DISH Wireless LL.C. /4" CRUSHED STONE OR ~o w \\.,�� \\� %� PROJECT INFORMATION \ EQUAL FILL TEST WELL TO o \. WITHIN 2" OF TOP OF m /✓ / \jf/ / GROUNDING LOOP CONDUCTOR o 2 \/� NYNYCO2131 A \GROUND RING, #2 AWG 12585 SOUND AVE. COPPER CONDUCTOR CADWEL (TYP) I I GROUND RING rr / / 3 %\� /%`\\SOLID BARE TINNED MATTITUCK, NY 11952 - - - ( %��/ / •� SHEET TITLE I a #2 AWG SOLID TINNED \\ / \�� •\��. `;�j\/ GROUND RING COPPER CONDUCTOR \\ \\ \ , LJ EXTERIOR GROUND RING \ +�/ \\ ` j •`� GROUNDING DETAILS GROUND ROD, 1/2" MIN. x 8'-0" ° LONG COPPER CLAD STEEL ` (ERICO #625880) SHEET NUMBER G-2 TRANSITIONING GROUND DETAIL NO SCALE 4 TYPICAL TEST GROUND ROD WITH INSPECTION SLEEVE NO SCALE 5 TYPICAL GROUND RING TRENCH NO SCALE 6 EXTERNAL CLOSED BARREL, FOR ALL BLACK HEAT CONDUCTOR INSULATION TO EXTERNAL INSPECTION WINDOW IN CLEAR HEAT CONDUCTOR INSULATION TO • 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 v WELD. CONNECTORS 3/8" DIA x1 1/2" 3/8" DIA x1 1/2" 2. ALL EXTERIOR GROUNDING HARDWARE SHALL BE STAINLESS STEEL 3/8" DIAMETER OR LARGER. ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH d .sh AN ANTI—OXIDANT COMPOUND BEFORE MATING. S/5 NUT S/S NUT rr,relessn 3. FOR GROUND BOND TO STEEL ONLY: COAT ALL SURFACES WITH AN ANTI—OXIDANT COMPOUND BEFORE MATING. S/S LOCK S/S LOCK 4. DO NOT INSTALL CABLE GROUNDING KIT ATA BEND AND ALWAYS DIRECT GROUND CONDUCTOR WASHER WASHER 5701 SOUTH SANTA FE DRIVE DOWN TO GROUNDING BUS. LI17LEfON, CO 80120 S/5 FLAT 11111, T 111-111 5. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND BAR AND BOLTED ON WASHER WASHER THE BACK SIDE. TINNED COPPER TINNED COPPER GROUNDING BAR GROUNDING BAR ——— —_———_— 6. ALL GROUNDING PARTS AND EQUIPMENT TO BE SUPPLIED AND INSTALLED BY CONTRACTOR. S/S FLAT —— —____ S/S FLAT 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUND BAR AS WASHER �Jff1� WASHER JJf1�� REQUIRED. — ------ --- — -- 8. ENSURE THE WIRE INSULATION TERMINATION 15 WITHIN 1/8" OF THE BARREL (NO SHINERS). S/S BOLT S/S BOLT �� (1 OF 2) (1 OF 2) ® 1/16" MINIMUM SPACING 1/16" MINIMUM SPACING TOTALLY COMMITTED. NB+C ENGINEERING SERVICES,LLC. 6095 MARSHALEE DRIVE,SUITE 300 ELKRIDGE,MD 21075 (410)712-7092 TYPICAL GROUNDING NOTES NO SCALE TYPICAL EXTERIOR TWO HOLE LUG NO SCALE2 TYPICAL INTERIOR TWO HOLE LUG NO SCALE 3 OF NS 9 NOTE: MINIMUM OF 3 THREADS *S/S OLT (TYP) TO BE VISIBLE (TYP) ``0 091974 '1 PLIT WASHER (TYP) _ P�FESS10�`�' LAT WASHER (TYP) 03/17/2022 2 HOLE LONG BARREL KRUPAKARAN KOLANDAIVELU,P.E. TINNED SOLID COPPER STATE OF NEW YORK LUG (TYP) PROFESSIONAL ENGINEER PPR LAT WASHER (TYP) LICENSE#091974 TIN COATED SOLIDCOPPER BUS BARUT (TYP) R IS A VIOUIRON OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION CHERRY INSULATOR OF A LICENSED PROFESSIONAL ENGINEER, INSTALLED IF REQUIRED TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY:APPROVED BY: JQG BRN TA RFDS REV #: --- CONSTRUCTION DOCUMENTS LUG DETAIL NO SCALE 4 NOT USED NO SCALE 5 NOT USED NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION 0 11/22/2021 ISSUED FOR CONSTRUCTION 1 03/02/2022 ISSUED FOR CONSTRUCTION 2 03/10/2022 ISSUED FOR CONSTRUCTION 3 03/15/2022 ISSUED FOR CONSTRUCTION 4 03/17/2022 ISSUED FOR CONSTRUCTION A&E PROJECT NUMBER 825717 DISH Wireless L.L.C. PROJECT INFORMATION NYNYCO2131A 12585 SOUND AVE. MATTITUCK, NY 11952 SHEET TITLE GROUNDING DETAILS SHEET NUMBER G-3 NOT USED NO SCALE 7 NOT USED NO SCALE 8 NOT USED NO SCALE 9 r LOW BANDS (N71+N26) AWS • HYBRID/DISCREET CABLES 3/4" TAPE WIDTHS WITH 3/4" SPACING OPTIONAL - (N29) (N66+N70+H-BLOCK) � - ORANGE GAMMA RRH_OW-BAND RRH ii"T PORT 3 PORT 4 PORT 1 PORT 2 PORT 3 PORPORT 2 PORT 3 PORT 4wireless'500 MHz N71 BASEBAND) + NT - SLANT + SLANT - SLAM + SLANT - SLAM + SLANT - SLANT + SLANT - SLANT + SLANT - SLANT (850 MHz N26 BAND) + (700 MHz N29 BAND) - OPTIONAL PER MARKET RED RED RED BLUE BLUE BLUE BLUE GREEN GREEN GREEN GREEN CBRS TECH NEGATIVE SLANT PORT 5701 SOUTH SANTA FE DRIVE ADD FREQUENCY COLOR TO SECTOR BAND (3 GHz) ON ANT/RRH LITTLETON, CO 80120 ;CBRS WILL USE YELLOW BAND) ORANGE ORANGE RED RED ORANGE ORANGE BLUE BLUE ORANGE ORANGE GREEN GREEN YELLOW WHITE yv'H ITE �hHITE HITS ORANGE ORANGE _) ppRT ORANGE ORANGE - pORT ORANGE ORANGE HI J�Hllt `;HITE FGFT - POki NcALPHA �• -�SECTOR BETA SECTOR GAMMA SECTOR MID-BAND RRH RED BLUE GREEN TOTALLY COMMITTED (AWS BANDS N66+N70) i I RED RED BLUE j BLUE JPURPLE GREEN GREEN GREEN i _ -- NB+C ENGINEERING SERVICES,LLC. 6095 MARSHALEE DRIVE,SUITE 300 ADD FREQUENCY COLOR TB SECTOR BAND ELKRIDGE,MD 21075 (CBRS WILL USE YELLOW BANDS) RED RED PURPLE BLUE PURPLE PURPLE GREEN (410)712-7092 PURPLE PURPLE PURPLE r_�Hpp pT PURPLE COLOR IDENTIFIER T_ 2 HI- POR OF NfW HYBRID/DISCREET CABLES EXAMPLE 1 EXAMPLE 2 EXAMPLE 3 CANISTER COAXMI COAX #2 NCLUDE SECTOR BANDS BEING SUPPORTED (ALPHA) (ALPHA) ALONG WITH FREQUENCY BANDS. �yy,�e1NT� EXAMPLE 1 - HYBRID, OR DISCREET, SUPPORTSJ ESSI01�� ALL SECTORS, BOTH LOW-BANDS AND SAID-BANDS. UE BLUE RED 03/17r2022XAMPLE 2 — HYBRID, OR DISCREET, SUPPORTS GREEN GREEN CBRS ONLY, ALL SECTORS. KRUPAKARAN KOLANDAIVELU,P.E. EXAMPLE 3 - MAIN COAX WITH GROUND ORANGE YELLOW STATE OF NEW YORK MOUNTED RRHs. PROFESSIONAL ENGINEER PU LICENSE#091974 ---- IT IS A VIOLATION OF LAW FOR ANY PERSDN, FIBER JUMPERS TO RRHs LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, LOW-BAND HHR FIBER CABLES HAVE SECTOR TO ALTER THIS DOCUMENT. STRIPE ONLY. GREEN GREEN DRAWN BY: CHECKED BY: PROVED BY: ORANGE PURPLE JOG BRN TA POWER CABLES TO RRHs LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RPH LOW BAND RRH MID BAND RRH RFDS REV #: --- _OW-BAND RRH POWER CABLES HAVE SECTOR CONSTRUCTION STRIPE ONLY (tip' RED BLUE BLUE GREEN GREEN DOCUMENTS PURPLE ORANGE PURPLE- ORANGE PURPLE NOT USE D 3 SUBMITTALS REV DATE DESCRIPTION RET MOTORS AT ANTENNAS ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 0 11/22/2021 ISSUED FOR CONSTRUCTION MID BAND LOW BAND MID BAND LOW BAND MID BAND LOW BAND 1 03/02/2022 ISSUED FOR CONSTRUCTION RET CONTROL IS HANDLED BY THE MID-BAND IN IN IN IN IN IN ?RH WHEN ONE SET OF RET PORTS EXIST ON 2 03/10/2022ISSUED FOR CONSTRUCTION ANTENNA. 3 03/15/2022 ISSUED FOR CONSTRUCTION SEPARATE RET CABLES ARE USED WHEN RED RED BLUE BLUE GREEN GREEN 4 03/17/2022 ISSUED FOR CONSTRUCTION ANTENNA PORTS PROVIDE INPUTS FOR BOTH. LOW AND MID BANDS. PURPLE ORANGE PURPLE ORANGE PURPLE ORANGE A&E PROJECT NUMBER MICROWAVE RADIO LINKS FORWARD AZIMUTH OF 0-120 DEGREES FORWARD AZIMUTH OF 120-240 DEGREES FORWARD AZIMUTH OF 240-359 DEGREES 825717 PRIMARY SECONDARY PRIMARY SECONDARY PRIMARY SECONDARY LINKS WILL HAVE A 1.5-2 INCH WHITE WRAP DISH Wireless L.L.C. WITH THE AZIMUTH COLOR OVERLAPPING IN THE PROJECT INFORMATION MIDDLE. ADD ADDITIONAL SECTOR COLOR BANDS FOR i WHITEWHITEWHITEWHITEWHITE NYNYCO2131A EACH ADDITIONAL MW RADIO. GREEN GREEN 12585 SOUND AVE. MICROWAVE CABLES WILL REQUIRE P-TOUCH WHRE WHITE WHITE WHITE WHITE MATTiTUCK, NY 1 1952 LABELS INSIDE THE CABINET TO IDENTIFY THE LOCAL AND REMOTE SITE ID's. GREEN WHITE WHITE WHITE SHEET TITLE RF CABLE COLOR CODES SHEET NUMBER RF-1 RF CABLE COLOR CODES NOT USED 4 c a 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 e AFG ABOVE FINISHED GRADE MAS MASONRY TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM OT AGL ABOVE GROUND LEVEL MAX MAXIMUM dsh AIC AMPERAGE INTERRUPTION CAPACITY MB MACHINE BOLT wireless EXOTHERMIC WITH INSPECTION SLEEVE Q ALUM ALUMINUM MECH MECHANICAL GROUNDING BAR ALT ALTERNATE MFR MANUFACTURER GROUND ROD I ANT ANTENNA MGB MASTER GROUND BAR 570 SOUTH ON SANTA 80E DRIVE APPROX APPROXIMATE MIN MINIMUM TEST GROUND ROD WITH INSPECTION SLEEVE IAF AT ARCH ARCHITECTURAL MISC MISCELLANEOUS ATS AUTOMATIC TRANSFER SWITCH MTL METAL SINGLE POLE SWITCH AWG AMERICAN WIRE GAUGE MTS MANUAL TRANSFER SWITCH BATT BATTERY MW MICROWAVE BLDG BUILDING NEC NATIONAL ELECTRIC CODE DUPLEX RECEPTACLE BLK BLOCK NM NEWTON METERS BLKG BLOCKING NO. NUMBER DUPLEX GFCI RECEPTACLE gM BEAM NUMBER r------) BTC BARE TINNED COPPER CONDUCTOR NTS NOT TO SCALE TOTALLY COMMITTED. FLUORESCENT LIGHTING FIXTURE I F I BOF BOTTOM OF FOOTING OC ON-CENTER NB*C ENGINEERING SERVICES,LLC. (2) TWO LAMPS 48—TS L_____J GAB CABINET OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION ELKRIDGE,MD 21075 6095 MARSHALEE DRIVE,SUITE 300 SD CANT CANTILEVERED OPNG OPENING (4 1o1712-7092 SMOKE DETECTION (DC) CHG CHARGING P/C PRECAST CONCRETE CLG CEILING PCS PERSONAL COMMUNICATION SERVICES EMERGENCY LIGHTING (DC) CLR CLEAR PCU PRIMARY CONTROL UNIT COL COLUMN PRC PRIMARY RADIO CABINET pF NF{y SECURITY LIGHT W/PHOTOCELL LITHONIA ALXW O COMM COMMON pp POLARIZING PRESERVING LED-1-25A400/51 K-SR4-120-PE-DDBTXD CONC CONCRETE pSF POUNDS PER SQUARE FOOT CHAIN LINK FENCE x x x x CONSTR CONSTRUCTION PSI POUNDS PER SQUARE INCH WOOD/WROUGHT IRON FENCE ❑ ❑ ❑ ❑ ❑ ❑ DBL DOUBLE PT PRESSURE TREATED DC DIRECT CURRENT .� 091¢76 WALL STRUCTURE DEPT DEPARTMENT PWR POWER CABINET P'roFESS10l1P� QTY QUANTITY LEASE AREA — — — — — — _ _ _ _ _ _ _ DF DOUGLAS FIR RAD RADIUS DIA DIAMETER 03117/2022 PROPERTY LINE (PL) - - - - - - DIAG DIAGONAL RECT RECTIFIER DIM DIMENSION REF REFERENCE KRUPAKARAN KOLANDAIVELU,P.E. SETBACKS ------------------- -- REINF REINFORCEMENT DWG DRAWING STATE OF NEW YORK ICE BRIDGEDWL DOWEL REQ'D REQUIRED PRO ESSIONAL LICENSE#0EN ENGINEER EA EACH RET REMOTE ELECTRIC TILT CABLE TRAY RF RADIO FREQUENCY EC ELECTRICAL CONDUCTOR R IS A VIOLATION OF LAW FOR ANY PERSON, WATER LINE W W W W W EL. ELEVATION RMC RIGID METALLIC CONDUIT UNLESS THEY ARE ACTING UNDER THE DIRECTION RRH REMOTE RADIO HEAD OF A LICENSED PROFESSIONAL.ENGINEER, UNDERGROUND POWER UGP UGP— UGP— UGP UGP ELEC ELECTRICAL RRU REMOTE RADIO UNIT TO ALTER THIS DOCUMENT. EMT ELECTRICAL METALLIC TUBING RWY RACEWAY DRAWN BY: CHECKED BY:APPROVED BY: UNDERGROUND TELCO UGT — UGT — UGT — UGT — UGT ENG ENGINEER OVERHEAD POWER OHP OHP OHP OHP EO EQUAL SCH SCHEDULE JQG BRN TA SHT SHEET EXP EXPANSION SIAD SMART INTEGRATED ACCESS DEVICE RFDS REV #: OVERHEAD TELCO oHr oHT oHT oHr EXT EXTERIOR SIM SIMILAR UNDERGROUND TELCO/POWER — UGT/P — UGT/P — UGT/P —UGT/P — EW EACH WAY CONSTRUCTION FAB FABRICATION SPEC SPECIFICATION ABOVE GROUND POWER —AGP —AGP —AGP —AGP —AGP — FF FINISH FLOOR SO SQUARE DOCUMENTS SS STAINLESS STEEL ABOVE GROUND TELCO —AGT —AGT —AGT —AGT —AGT FG FINISH GRADE STD STANDARD SUBMITTALS FIF FACILITY INTERFACE FRAME STL STEEL ABOVE GROUND TELCO/POWER —AGT/P AGT/P —AGT/P AGT/P FIN FINISH(ED) REV DATE I DESCRIPTION TEMP TEMPORARY WORKPOINT FLR FLOOR THK THICKNESS 0 11/22/2021 ISSUED FOR CONSTRUCTION W.P. FDN FOUNDATION TMA TOWER MOUNTED AMPLIFIER 1 03/02/2022 ISSUED FOR CONSTRUCTION Xx SECTION REFERENCE C FACE OF CONCRETE 7N TOE NAIL 2 03/10/2022 ISSUED FOR CONSTRUCTION X-X FOM FACE OF MASONRY TOA TOP OF ANTENNA ' 3 03/15/2022 ISSUED FOR CONSTRUCTION DETAIL REFERENCE xX FOS FACE OF STUD 70C TOP OF CURB a 03/17/2022 ISSUED FOR CONSTRUCTIONX-x FOW FACE OF WALL TOF TOP OF FOUNDATION FS FINISH SURFACE TOP TOP OF PLATE (PARAPET) A&E PROJECT NUMBER FT FOOT TOS TOP OF STEEL FTG FOOTING TOW TOP OF WALL GA GAUGE 825717 GEN GENERATOR NSS TRANSIENT VOLTAGE SURGE SUPPRESSION GFCI GROUND FAULT CIRCUIT INTERRUPTER TYP TYPICAL DISH Wireless LLC. GLB GLUE LAMINATED BEAM PROJECT INFORMATION UG UNDERGROUND - GLV GALVANIZED UL UNDERWRITERS LABORATORY NYNYCO2131 A GPS GLOBAL POSITIONING SYSTEM UNO UNLESS NOTED OTHERWISE 12585 SOUND AVE. GND GROUND UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM MATTITUCK, NY 1 1952 GSM GLOBAL SYSTEM FOR MOBILE UPS UNITERRUPTIBLE POWER SYSTEM (DC POWER PLANT) 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 SHEET NUMBER IGR INTERIOR GROUND RING WT WEIGHT LEGEND ABBREVIATIONS GN-1 7. SITE ACTIVITY REQUIREMENTS: GENERAL NOTES: 1. NOTICE TO PROCEED - NO WORK SHALL COMMENCE PRIOR TO CONTRACTOR RECEIVING A WRITTEN NOTICE TO PROCEED 1.FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: (NTP) AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE DISH Wireless L.L.C. AND TOWER OWNER NOC & THE DISH Wireless L.L.C. AND TOWER OWNER CONSTRUCTION MANAGER. CONTRACTOR:GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION 2. "LOOK UP" - DISH Wireless L.L.C. AND TOWER OWNER SAFETY CLIMB REQUIREMENT: CARRIER:DISH Wireless L.L.C. d.* sh THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL STAGES TOWER OWNER:TOWER OWNER OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION, MOUNT REINFORCEMENTS, AND/OR EQUIPMENT INSTALLATIONS SHALL 2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY WlreleS�. NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS ASSUMED THAT THE THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF THE WIRE ROPE FROM WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKPEOPLE WHO HAVE A WORKING KNOWLEDGE 5701 SOUTH SANTA FE DRIVE ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR, IMPACT TO THE OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY LITTLETON, CO 80120 ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS INTENDED USE. ANY COMPROMISED SAFETY CLIMB, INCLUDING EXISTING CONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED CONDITIONS MUST BE TAGGED OUT AND REPORTED TO YOUR DISH Wireless L.L.C. AND DISH Wireless L.L.C. AND TOWER OWNER POC STANDARD GOOD PRACTICE FOR MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. OR CALL THE NOC TO GENERATE A SAFETY CLIMB MAINTENANCE AND CONTRACTOR NOTICE TICKET. 3. THESEDRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF 3. PRIOR TO THE START OF CONSTRUCTION, ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED. THIS INCLUDES, BUT CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, IS NOT LIMITED TO, BUILDING, ELECTRICAL, MECHANICAL, FIRE, FLOOD ZONE, ENVIRONMENTAL, AND ZONING. AFTER ONSITE ACTIVITIES SEQUENCES, AND PROCEDURES. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY FOR PROTECTION OF LIFE AND AND CONSTRUCTION ARE COMPLETED, ALL REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING TO LOCAL PROPERTY DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, FORMWORK, SHORING, ETC. JURISDICTIONAL REQUIREMENTS. SITE VISITS BY THE ENGINEER OR HIS REPRESENTATIVE WILL NOT INCLUDE INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL C ©� 4. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING PLANS, CLIMBING OBSERVATION OF THE FINISHED STRUCTURE ONLY. PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF 4. NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. TOTALLY COMMITTED. THE WORK CONTAINED HEREIN, AND SHALL MEET ANSI/ASSE A10.48 (LATEST EDITION); FEDERAL, STATE, AND LOCAL REGULATIONS; WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND/OR AS PROVIDED FOR IN NE-C ENGINEERING SERVICES,LLC. AND 6095 MARSHALEE DRIVE,SUITE 300 ANY APPLICABLE INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL RIGGING THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES, AND SPECIFICATIONS, THE ELKRIDGE.MD 21075 PLANS SHALL ADHERE TO ANSI/ASSE A10.48 (LATEST EDITION) AND DISH Wireless L.L.C. AND TOWER OWNER STANDARDS, INCLUDING GREATER, MORE STRICT REQUIREMENTS, SHALL GOVERN. IF FURTHER CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF (410)712-7092 THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION, TO CERTIFY THE SUPPORTING STRUCTURE(S) IN RECORD. ACCORDANCE WITH ANSI/TIA-322 (LATEST EDITION). 5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO ASSIST 5. ALL SITE WORK TO COMPLY WITH DISH Wireless L.L.C. AND TOWER OWNER INSTALLATION STANDARDS FOR CONSTRUCTION IN THE FABRICATION AND/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO ACTIVITIES ON DISH Wireless L.L.C. AND TOWER OWNER TOWER SITE AND LATEST VERSION OF ANSI/TIA-1019-A-2012 "STANDARD FOR FIELD VERIFY THE DIMENSIONS, MEASUREMENTS, AND/OR CLEARANCES SHOWN IN THE CONSTRUCTION DRAWINGS PRIOR TO Op NfK 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 yP� KO "0�� DISCREPANCIES AND/OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS c 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE POSSIBLE. AN ALTERNATIVE INSTALLATION FOR APPROVAL BY DISH Wireless L.L.C. AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH CHANGE OF INSTALLATION. 6. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE2 081874 EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY pPofESS10T�� 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CARRIER POC AND TOWER OWNER. AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS 03/17/2022 OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, ORDINANCES AND APPLICABLE REGULATIONS. REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED KRUPAKARAN KOLANDAIVELU,P.E. OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, STATE OF NEW YORK 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS ORDINANCES AND APPLICABLE REGULATIONS. PROFESSIONAL ENGINEER UNLESS SPECIFICALLY STATED OTHERWISE. LICENSE#091974 8. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR 9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES INCLUDING PRIVATE LOCATES SERVICES PRIOR TO THE START NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. IT Is A VIOLATION OF LAW FOR ANY PERSON, OF CONSTRUCTION. UNLESS THEY ARE ACTING UNDER THE DIRECTION 9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER TNIS DOCUMEM. 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 10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE DRAWN BY: CHECKED BY:APPROVED BY: CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR 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 JOG BRN TA FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E) CONSTRUCTION SAFETY OF INSTALLATION. RFDS REV : PROCEDURES. 11. CONTRACTOR IS TO PERFORM A SITE INVESTIGATION, BEFORE SUBMITTING BIDS, TO DETERMINE THE BEST ROUTING OF ALL LA CONDUITS FOR POWER, AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN THE POWER, TELCO, AND GROUNDING PLAN ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND DISH PROJECT SPECIFICATIONS, LATEST APPROVED REVISION. DRAWINGS. CONSTRUCTION 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DOCUMENTS 12. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH AT THE COMPLETION OF DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF DISH Wireless L.L.C. AND TOWER OWNER THE WORK. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND SUBMITTALS DISPOSED OF LEGALLY. 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REV DATE DESCRIPTION 13. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 0 11/22/2021 ISSUED FOR CONSTRUCTION WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY 1 03/02/2022 ISSUED FOR CONSTRUCTION THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF DISH Wireless L.L.C. AND TOWER OWNER, AND/OR LOCAL UTILITIES. BASIS. 2 03/10/2022 ISSUED FOR CONSTRUCTION 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITESIGNAGE 3 03/15/2022 ISSUED FOR CONSTRUCTION REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EQUIPMENT, ROOMS, AND SHELTERS. a 03/17/2022 ISSUED FOR CONSTRUCTION 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND TOWER AREAS. 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE A&E PROJECT NUMBER APPLICATION. 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR 825717 DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE CONSTRUCTION DISH Wireless L.L.C. DRAWINGS AND/OR PROJECT SPECIFICATIONS. PROJECT INFORMATION 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF NYNYCO2131 A REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. 12585 SOUND AVE. 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY MATTITUCK, NY 11952 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 BASIS. SHEET NUMBER 22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. GN-2 CONCRETE. FOUNDATIONS, AND REINFORCING STEEL: 16. ELECTRICAL METALLIC TUBING (EMT) OR METAL-CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE DESIGN 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90s AND ALL APPROVED ABOVE AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. GRADE PVC CONDUIT. v 2. UNLESS NOTED OTHERWISE, SOIL BEARING PRESSURE USED FOR DESIGN OF SLABS AND FOUNDATIONS IS ASSUMED TO BE 1000 18. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION � psf. OCCURS OR FLEXIBILITY IS NEEDED. 3. s h ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f"c) OF 3000 psi AT 28 DAYS, UNLESS NOTED OTHERWISE. NO 19, CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED. SET ' MORE THAN 90 MINUTES SHALL ELAPSE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS APPROVED BY THE ENGINEER OF RECORD. SCREW FITTINGS ARE NOT ACCEPTABLE. Wlreless- TEMPERATURE OF CONCRETE SHALL NOT EXCEED 90-f AT TIME OF PLACEMENT. 4. CONCRETE EXPOSED TO FREEZE-THAW CYCLES SHALL CONTAIN AIR ENTRAINING ADMIXTURES. AMOUNT OF AIR ENTRAINMENT TO BE 20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND THE 5701 SOUTH SANTA FE DRIVE BASED ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE TYPE II PORTLAND CEMENT WITH A NEC. LITTLETON, CO 80120 MAXIMUM WATER-TO-CEMENT RATIO (W/C) OF 0.45. 21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS 5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185. ALL (WIREMOLD SPECMATE WIREWAY). SPLICES SHALL BE CLASS "B" TENSION SPLICES, UNLESS NOTED OTHERWISE. ALL HOOKS SHALL BE STANDARD 90 DEGREE HOOKS, 22. SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PANDUIT TYPE E OR EQUAL). UNLESS NOTED OTHERWISE. YIELD STRENGTH (Fy) OF STANDARD DEFORMED BARS ARE AS FOLLOWS: 23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED STRAPS AND HANGERS. EXPLOSIVE #4 BARS AND SMALLER 40 ksi DEVICES (i.e. POWDER-ACTUATED) FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES IN DIRECTION TO #5 BARS AND LARGER 60 ksi ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR TOTALLY COMMITTED. TED 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 NB-C ENGINEERING SERVICES,LLC. • CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" 6095 MARSHALEE DRIVE,SUITE 300 MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. ELKRIDGE,MD 21075 • CONCRETE EXPOSED TO EARTH OR WEATHER: 24. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET (410)712-7092 STEEL. SHALL MEET OR EXCEED UL 50 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND NEMA 3 (OR BETTER) FOR • #6 BARS AND LARGER 2" EXTERIOR LOCATIONS. • #5 BARS AND SMALLER 1-1/2" 25. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED OR NON-CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR OF IV • CONCRETE NOT EXPOSED TO EARTH OR WEATHER: 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 • BEAMS AND COLUMNS 1-1/2" NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. _ FO gg 197+ 4. 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. ANDFEss1DtA� 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 031170022 ELECTRICAL INSTALLATION NOTES: WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. KRUPAKARAN KOLANDAIVELU,P.E. STATE OF NEW YORK 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." PROFESSIONAL ENGINEER FEDERAL, STATE, AND LOCAL CODES/ORDINANCES. 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. LICENSE 4091974 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED R IS A VIOLATION OF LAW FOR ANY PERSON, AND IP HAZARDS ARE ELIMINATED. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER, 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. TO ALTER THIS DOCUMEHr. 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. DRAWN BY: CHECKED BY.APPROVED BY: 4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REQUIREMENT OF JOG BRN TA THE NATIONAL ELECTRICAL CODE. --- 4.2. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT RFDS REV #: CURRENT TO WHICH THEY ARE SUBJECTED, 22,000 AIC MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE CONSTRUCTION RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PRE THE GOVERNING JURISDICTION. DOCUMENTS 5. EACH END OF EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR, AND TELCO CONDUCTOR OR CABLE SHALL BE SUBMITTALS 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. REV DATE DESCRIPTION 0 11/22/2021 ISSUED FOR CONSTRUCTION 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE 1 03/02/2022 ISSUED FOR CONSTRUCTION CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (i.e. PANEL BOARD AND CIRCUIT 2 03/10/2022 ISSUED FOR CONSTRUCTION 3 03/15/2022 ISSUED FOR CONSTRUCTION 7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. 4 03/17/2022 ISSUED FOR CONSTRUCTION 8. TIE WRAPS ARE NOT ALLOWED. 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR (#14 OR LARGER) A&E PROJECT NUMBER WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 825717 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (#6 OR LARGER) WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. DISH Wireless L.L.C. PROJECT INFORMATION 11. POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI-CONDUCTOR, TYPE SCOW CORD (#14 OR LARGER) UNLESS NYNYCO2131A OTHERWISE SPECIFIED. 12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE (#14 OR LARGER), WITH 12585 SOUND AVE.MATTITUCK, NY 11952 TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND SHEET TITLE BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75- C (90- C IF AVAILABLE). 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND GENERAL NOTES NEC. 15. ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT (RMC) SHALL BE USED FOR SHEET NUMBER EXPOSED INDOOR LOCATIONS. GN-3 GROUNDING NOTES: 1: ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GESS) SHALL • BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 2. THE CONTRACTOR SHALL PERFORM IEEE FALL—OF—POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 11.00 AND 81) FOR GROUND ELECTRODE SYSTEMS, THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. d.sh 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO wireless- PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE TESTING RESULTS. 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY 5701 SOUTH SANTA FE DRIVE BONDING ACROSS THE DISCONTINUITY WITH #6 COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. LITTLETON. CO 80120 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. 6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, #6 STRANDED COPPER OR LARGER FOR INDOOR BTS; #2 BARE SOLID TINNED COPPER FOR OUTDOOR BTS. 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE �p OF THE GROUND BUS ARE PERMITTED. 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 SOLID TINNED TOTALLY COMMITTED. ED COPPER UNLESS OTHERWISE INDICATED. NB-C ENGINEERING SERVICES,LLC. 6095 MARSHALEE DRIVE,SUITE 300 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. ELKRIDGE,MD 21075 (410)712-7092 10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED. 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. ��DFNNfH` 5 9 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. , R� 091976 15. APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND sl CONNECTIONS. 03,17/2022 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. 17. MISCELLANEOUS ELECTRICAL AND NON—ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND KRUPAKARAN KOLANDAIVELU,P.E. RING, IN ACCORDANCE WITH THE NEC. STATE OF NEW YORKPROFESSIONAL ENGINEER 18. BOND ALL METALLIC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1) LICENSE#091974 #2 BARE SOLID TINNED COPPER GROUND CONDUCTOR. R IS A VIOLATION OF LAW FOR ANY PERSON, 19. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR TO ALTER THIS DOCUMENT. SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON—METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (i.e., DRAWN BY: CHECKED BY:APPROVED BY: NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. JQG BRN TA 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 BARE SOLID TINNED COPPER IN 3/4" RFDS REV #: --- NON—METALLIC, FLEXIBLE CONDUIT FROM 24" BELOW GRADE TO WITHIN 3" TO 6" OF CAD—WELD TERMINATION POINT. THE EXPOSED END OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). CONSTRUCTION 21. BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE DOCUMENTS TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUNDING RING, TO THE EXISTING GROUNDING SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO SUBMITTALS THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY). DO NOT ATTACH GROUNDING TO FIRE SPRINKLER SYSTEM PIPES. REV DATE DESCRIPTION 0 11/22/2021 ISSUED FOR CONSTRUCTION 1 03/02/2022 ISSUED FOR CONSTRUCTION 2 03/10/2022 ISSUED FOR CONSTRUCTION 3 03/15/2022 ISSUED FOR CONSTRUCTION 4 03/17/2022 ISSUED FOR CONSTRUCTION A&E PROJECT NUMBER 825717 DISH Wireless L.L.C. PROJECT INFORMATION NYNYCO2131A 12585 SOUND AVE. MATTITUCK, NY 11952 SHEET TITLE GENERAL NOTES SHEET NUMBER GN-4 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ° P.O.Box 1179 54375 State Route 25 �� �� �M Southold, NY 11971 (cor.Main Rd. &Youngs Ave. Southold, NY � Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director' Date: July 14, 2022 Re: Planning Department Report DISH Wireless at Amagansett Lumber SCTM#1000-141.-3-38.1 12585 Sound Avenue, Mattituck The Planning Department has conducted a review of the proposed colocation pursuant to §280-74 B.(2), and has received a report from our Wireless Technical Consultant, Cityscape, Inc. (see attached report). We have the following recommendations for this application: 1. The proposed colocation is a replacement of a defunct carrier and so can be treated as a modification rather than requiring a site plan application. 2. The proposed application is in compliance with the General Requirements of §280-70, therefore, we recommend a Building Permit be issued for this application in accordance with the technical report attached. 3. There is one condition: Any planned equipment changes that differ from the submitted Construction Drawing must be filed with the Town for review and approval. Thank you for your cooperation. Town of Southold, New York Ckyscape Telecommunications Site Review C O N S U LTA N T S , s N C . Equipment Upgrade Application 2423 S.Orange Ave#317 Orlando,FL 32806 Tel:877.438.2851 Fax:877.220.4593 July 13, 2022 Mr. Brian Cummings, Planner Town Hall Annex Building 53095 Route 25 Southold, New York 11971 PROVIDER/ID: Dish Wireless/NYNYCO2131A TOWER OWNER/ID: Crown Castle/BU#825717 ADDRESS: 12585 Sound Avenue, Mattituck,NY LATITUDE: 40' 59' 27.84"N LONGITUDE: 72' 32' 17.94"W SC TM#: 1000-141-00-03-00-038-001 STRUCTURE: 100' Unipole Dear Mr. Cummings, At your request, on behalf of the Town of Southold("Town"), CityScape Consultants,Inc. ("CityScape"), in its capacity as telecommunications consultant for the Town, has considered the merits of the above-referenced application submitted by mRange Solutions, LLC, on behalf of Dish Wireless (collectively "Applicant") to collocate on an existing one hundred (100) foot concealed unipole tower. The tower is located at 12585 Sound Avenue, Mattituck,New York, see Figure 1. T-Mobile also operates at this site. Support Structure & Equipment The original approval for this tower was for a concealed, single tenant unipole with all antennas and coaxial cables installed inside the structure. However, a second collocation application was approved to allow a flush mount antenna array to mount on the outside of the unipole after an exhaustive attempt to position all equipment inside the structure. The second collocation tenant has vacated the tower and per the submitted construction drawings (CD's)' Dish Wireless (Dish) proposes to remove the abandoned equipment and replace it with a new antenna array at the same level on which they will install their equipment, see Figure 2. On the new antenna flush mount,the Applicant proposes to install three(3)panel antennas, six (6) Remote Radio Units (RRUs) and one (1) surge protector at the seventy-five (75) foot level on the tower, see Figures 3 and 4. In addition, one (1) 1-3/8" coax feed line will be installed, connecting the ground equipment to the equipment on the tower and will be routed inside the pole shaft as indicated on the CD's and structural report. ' CD's prepared by NB+C,dated 3/17/22,"issued for construction', signed and sealed by a New York registered Professional Engineer. Town of Southold-SCTM#1000-141-00-03-00-038-001 CKyScape Dish Wireless/NYNYCO213IA Page 2 CON S U LTA N T S , I N C . The following is noted on Sheet A-2 of the CD's: NOTES 1„ CONTRACTOR TO REFER TO FINAL CONSTRUCTION RFDS FOR ALL RF DETAILS. . ANTENNA AND RRH MODELS MAY CHANGE DUE TO EQUIPMENT AVAILABILITY. ALL EQUIPMENT CHANCES MUST BE.APPROVED AND REMAIN IN COMPLIANCE WITH THE PROPOSED DESIGN AND STRUCTURAL ANALYSES. The Applicant is reminded that any planned equipment changes that differ from the submitted Construction Drawings must be filed with the Town for review and approval. On the ground, inside the existing chain link fence equipment compound, Dish proposes to install a new equipment platform, two (2) equipment cabinets, an ice bridge and other ancillary equipment. Outside the existing chain link fence, a short distance from the existing equipment compound, Dish proposes to have a fiber vault installed so they can have fiber to their equipment which will allow greater functionality to their proposed network. Structural Anal The Applicant submitted a structural analysis report prepared by Paul J. Ford& Company, dated October 8, 2021, based on ANSI/EIA/TTA-222-H, Risk Category IT and Exposure Category C criteria. The analysis concludes that, after the Applicant's proposed modifications, the tower would be at 34.5% of usage capacity (out of an allowable 105°/x) and the structural foundation rating and soil interaction rating also passes at 21.7% and 42.6°/x, respectively. Thus, it is determined that the structure, with the proposed modifications, would be structurally compliant for this proposed collocation, see Figure 5. RF Exposure Safety In order to comply with the Town's Code Article XVII titled, Wireless Communication Facilities, Section 280-70.K.(1) through(5) pertaining to radio emissions, the Applicant provided a Radio Frequency Electromagnetic Energy Maximum Permissible Exposure Study Report dated January 18, 2022, prepared by a Radio Frequency Design Engineer for Dish'. The information provided within the study is based on computer modeling and analytical methods in accordance with the FCC's Bulleting 65, Evaluating Compliance with FCC Guidelines for Human Exposure to Radio Frequency Electromagnetic Fields as required by the Town's Code. The report concludes the "site is compliant with FCC Guidelines as designed", see Figure 6. Credentials provided to CityScape in an e-mail from the Applicant dated 7/12/22. Town of Southold-SCTM#1000-141-00-03-00-038-001 CKyScape Dish Wireless/NYNYCO213IA Page 3 CON S U LTA N T S , I N C . Summary CityScape verified this application to be an eligible facilities request and meets the definition of a non-substantial change ("substantial change" being defined in 47 CFR §1.6100(b)(7) of the FCC Rules). Therefore, this application qualifies for streamlined processing at staff level under 47 CFR §1.6100(c) and CityScape recommends approval. I certify that, to the best of my knowledge, all the information included herein is accurate at the time of this report. CityScape only works for public entities and has unbiased opinions. All reviews are based on technical merit without prejudice per prevailing laws and codes. Regarding the structural analysis reports, CityScape verified that the proposed appurtenances shown by Applicant's construction drawings were listed in the structural reports, but did not independently verify the calculations, statements or the appropriateness of the analysis criteria contained therein. Town staff should verify compliance with applicable building and fire codes prior to issuance of a permit for this modification. Respectfully submitted, _-.1" "k.., Susan Rabold Project Manager CityScape Consultants, Inc. at r* Landsco pi n g � �� _ phaiia go �. mI,irnpmveme it stir L L �+i Briden ine;w � 4 - �, � ti Cofpor ion • v Amagalasen buil Wig- a MatmaC� Maituck r rrr 1 Pirao Land p capi ng a l 0 Ya Flower Equipmem Odd-Los Windc)ws Plus'Mattituck And Doors Seifert C cm r�,trvc C i on r r � Town of Southold—SCTM#1000-141-00-03-00-038-001 CKyScape Dish Wireless/NYNYCO213IA Pages CON S U LTA N T S , I N C . i� Figure 2 —Photograph of Existing Tower' and Sketch from CD's 3 www.ccisites.com Town of Southold-SCTM#1000-141-00-03-00-038-001 CKyScape Dish Wireless/NYNYCO213IA page 6 C O N S U L T A N T S , I N C TOP OF HIGHEST APPURTENANCE TOP EL. O 190'-0"ACL EX15MNG MONOPOLE TOP EL. 0 100'-0-A9L EXISTING T—MOBILE PANEL ANTENNAaS,t MOUNT CL 0 85'-0"AGL (3)PROPOSED DISH Wire lass LLA NCTENHAS MOUNTCLOIT" AGL EXISTING ABA_HO ONED ANTENNA MOUNT TO BE REM WED ! MOUNT CL@73'-p'AGL I I I 1 (1) PROPOSED DISH Wreless L.L.C. j HYBRID CABLE ROUTED IN510E POLE I r I EXL51'NG MONOPOLE I I t r r I t I I _ I I I i a I a I r I I I DISH Wreless LLC.TO UTILIZE EXISTING ICE BRIDGE I i I I PROMSED DISH W;reless L.L.C. I EOUIPMENr ON PROPOSED I STEEL PLATFORM I I I I PROPOSED DISH rrreless L.L.C. GPS UNIT — ! r � Now/[•./ V lr. fV/ R /� _ 1(. s,5• {" /.'✓`,•t l� F Figure 3 -Tower Elevation Town of Southold—SCTM#1000-141-00-03-00-038-001 CKyScape Dish Wireless/NYNYCO213IA page 7 C O N S U 1, T A N T S I N C FIMPOSED❑ISH Ttlfl-. .L C. RACK-TO-BKK HDIJNL[f TP 1 PROPOSAL)01SH PER SECTOR,TOTAL 3) OOP GEME A2 [2 I I PRWQM DO" LLC. ANT►D"FLt)sm YOLM (SITEPROI GcmT FFIJSN MDIIIRR) 82 PROPOSED MH Mftbno L.L.C. PPOPOSM 0511 Wr j 4.LC.1i.. AUTO"(M PER SECTOR TOTAL 3) Ilk (TYP 2 PEA 5ECFOk F❑TAL.5) F'zrtil l{: u;'rD:�c'E: 12" 6" ❑ 1 2' 3' ANTENNA LAYOUT SECTOR AHTCM" RTARSMISWN CABLE RRH OW POS. MSRHG OR YANUFACTI.RER-YODEL TEEN A2NRFPN FAD FEED LINE TYPE YANVFACTURER- YOOCL TECH FOS, "MUFACTVRER PROPOSED N111�ER_ CENTER AND LENGTH NUMKR MODEL Al _` -_ "_ _" (1) FVJTSV-TA05025-BW4 5G A2 HIGH-CAPACITY RAYW_ A2 PROPOSM JiA.-UX08FROM-21 5G 3c 73'-(r 1-S/B"ON.• FUJTSV-7ADMS-BM Sc- A2 ROM-91al ACM F -PF-aa AS -- -- -- __ [1T2'LONGI -- -- 6.1 __ __ __ FUJITSU -TAOW21-BaN 50 82 B2 PROPOSIM Ju-ADO06FIOM-21 5G 130' 75'-D" SWM W/ALPHA FVJTSU_MM25-8505 S0 [12 SM%M W/ALP/LA 83 1 -- -- -- -- -- '--- -- -- e T -- __ __ _- __ FUJISU-TAM25-8W4 9G G2 C2 PRWOSE0 M.-ICQMWTWM-21 x 27W 75'-0° WWMD W/AU*A FTFx(SU-T11O8023W, HOIEv t- CONTRACTOR TO REFER TO FDA,CDNSTR=CN FNW FOR ALL RF DUALS, 2. ANFEHIM ANO RFM YODELS MAY CK414CE DUE TO EOUFPIPHT AVMLAFMY,ALL EWPWNT OuMMS LILFST BE APPR04ED Amo REum M G'Q1P4Al+CE NT1N THE PROMCD DE=N ANO mucrmu,.ANALYSES. ANTENNA SCNEUULE NO scar $ Figure 4—Overhead View of Proposed Equipment Configuration Town of Southold-SCTM#1000-141-00-03-00-038-001 CKyScape Dish Wireless/NYNYCO213IA page 8 C O N S U LTA N T S , I N C . r' FirPAUL J. FORD & COMPANY Date: October 08,2021 Paul J.Ford and Company 250 E.Broad St.Ste 600 Columbus,OH 43215 614-2221-6679 Subject. Structural Analysis Report Carrier Designation: Dish Co-Locate Site Number: NYNYCO2131A Site Name: NY-CCI-T-825717 Crown Castle Designation: BU Number: 825717 Site Name: Mattitcuk JDE Job Number: 640357 Work Order Number: 2024795 Order Number: 548933 Rev.1 Engineering Firm Designation: Paul J.Ford and Company Project Number: 37521-1272.001.7805 Site Data: 12585 Sound Ave.,Mattituck,Suffolk County,NY Latitude 4D°59'27.84",Longitude-72'32'17.94" 100 Foot-Monopole Tower Paul J.Ford and Company is pleased to submit this"Structural Analysis Report"to determine the structural integrity of the above-mentioned tower. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation,under the following load case,to be: LCT:Proposed Equipment Configuration Sufficient Capacity This analysis has been performed in accordance with the 2020 New York State Uniform Code(2018 International Building Code)based upon an ultimate 3-second gust wind speed of 128 mph.Applicable Standard references and design criteria are listed in Section 2-Analysis Criteria. Respectfully submitted by: ((�� � OF NEW t" O,'GzOl1iPi� y����,ot:Fwry �°,�� r uP3 , Joseph DoLucia ti Structural Designer � 2 jdelucla�?a pauljford.comN 70 T h� � TOWER DESIGN NOTES 1. Tower is located in Suffolk County,New York. {]�1.,�t}.�$ 2. Sower designed for Exposure C to file TM-222-H standard. 3. Tower designed for a 128 mph basic wind in accordance with the`r LA-222-H SlarKWd. 6:2538-04'00' 4. Tower!s also desgned for a 50 mph basic wind wish 1.00 in ice,Ice is considered to increase in thickness with height. 5. Deflections are based upon a 60 mph wind. 6. Tower Risk Category Il. 7. Topographic Category t with Crest Height of 0.0000 ft Structural foundation Rating' 21.7°1 S.TIA-222-H Annex s 9. TOWER RATING:34.5% Soil Interaction Rating' 42.61 Figure 5— Structural Analysis Summary Town of Southold—SCTM#1000-141-00-03-00-038-001 CKyScape Dish Wireless/NYNYCO213IA Page 9 CON S U LTA N T S , I N C . R E M U MAY 2 6 W9 7U4YN $UfLOFaUJ$0(/�pG f7EP'L l Radio Frequency—Electromagnetic Energy(RF-EME)- Maximum Permissible Exposure(MPE)Study Report for Site TLD:NYNYCO2131A 12585 Sound Ave.Mattituck,NY 11952 Date:January 18,2422 Prepared by:Yosef Haile 0 4. Conclusion The charts above show a summary of the exposures on the ground, in one square foot increments. The predicted software analysis performed with RootView has shown that Dish transmitter equipment located on this monopole does not exceed the maximum permissible exposure levels for the FCC Public or FCC Occupational standards on the ground.This site is compliant with FCC Guidelines as designed. These results assume that the equipment uses the maximum transmitter capacity with 100%duty cycle and therefore are the worst case scenarios. Other operators' antenna locations have been included in the study to give a composite value. Figure 6—RF Exposure Assessment Report m N IN-RANGE 695 Route 46 West, Suite 103 Fairfield,NJ 07004 May 25,2022 RECEIVED Town of Southhold Town Hall Annex Building JUN 0 6 2022 54375 Route 25 Southold,NY 11971 outhold Town Planning Board RE: Request for Minor Modification to Existing Wireless Facility—Section 6409 Site Address: 12585 Sound Avenue,Mattituck,NY 11852 Tax Map ID: 1000-141-00-03-00-038-001 Crown Site Number:825717/Customer Site Number:NYNYCO2131AA/Application Number: 548933 Dear Building Department: On behalf of DISH Wireless LLC. ("Applicant"),Crown Castle USA Inc.("Crown Castle")is pleased to submit this request to modify the existing wireless facility noted above through the collocation, replacement and/or removal of the Applicant's equipment as an eligible facilities request for a minor modification under Section 64091 and the rules of the Federal Communications Commission("FCC").' Section 6409 mandates that state and local governments must approve any eligible facilities request for the modification of an existing wireless tower or base station that does not substantially change the physical dimensions of such tower or base station. Under Section 6409,to toll the review period, if the reviewing authority determines that the application is incomplete,it must provide written notice to the applicant within 30 days, which clearly and specifically delineates all missing documents or information reasonably related to whether the request meets the federal requirements.' Additionally, if a state or local government,fails to issue any approvals required for this request within 60 days,these approvals are deemed granted.The FCC has clarified that the 30-day and 60-day deadlines begins when an applicant:(1)takes the first step required under state or local law; and (2) submits information sufficient to inform the jurisdiction that this modification qualifies under the federal law 4. . Please note that with the submission of this letter and enclosed items,the thirty and sixty-day review periods have started.Based on this filing,the deadline for written notice of incomplete application June 25,2022,and the deadline for issuance of approval is July 25,2022. The proposed scope of work for this project includes: Install antennas, ancillary tower and ground equipment etc at an unmanned wireless facility with no change to structure height or ground space as per plans. At the end of this letter is a checklist of the applicable substantial change criteria under Section 6409.Additionally,please find enclosed the following information in support of this request: �(] (1) Building Permit Application �J (2) Construction Sleeve MAY 2 �p�2 (3) COI WC,LIA,DIS FORMS R 1 (4) Four(4)Sets of Construction Drawings BUILDING DEPT. TOWN OF SOUTHOLD (5) One(1) Structural Analysis (6) Section 6409 Substantial Change Checklist. As these documents indicate,(i)the modification involves the collocation,removal or replacement of transmission equipment; and(ii)such modification will not substantially change the physical dimensions of such tower or base station.As such,it is an "eligible facilities request" as defined in the FCC's rules to which the 60-day deadline for approval applies. Accordingly, Applicant requests all authorization necessary for this proposed minor modification under Section 6409.Our goal is to work with you to obtain approvals earlier than the deadline.We will respond promptly to any request for related information you may have in connection with this request.Please let us know how we can work with you to expedite the approval process.We look forward 1 Middle Class Tax Relief and Job Creation Act of 2012,Pub.L.No. 112-96,§ 6409 (2012) (codified at 47 U.S.C.§1455). z Acceleration of Broadband Deployment by Improving Wireless Facility Siting Policies,29 FCC Rcd. 12865 (2014) (codified at 47 CFR§ 1.6100);and Implementation of State&Local Governments'Obligation to Approve Certain Wireless Facility Modification Requests Under Section 6409Ca)of the Spectrum Act of 2012, WT Docket No. 19-250 (June 10,2020). 3 See 47 CFR§ 1.61oo (c)(3). 4 See 2020 Upgrade Order at paragraph 16. to working with you on this important project,which will improve wireless telecommunication services in your community using collocation on existing infrastructure. If you have any questions,please do not hesitate to contact me. Section 6409 Substantial Change Checklist I I Towers Outside of the Public Right of Way The Federal Communications Commission has determined that a modification substantially changes the physical dimension of a wireless tower or base station under 47 U.S.C.§ 1455(a)if it meets one of six enumerated criteria under 47 C.F.R. § 1.6100. Criteria for Towers Outside the Public Rights of Way YES/NO Does the modification increase the height of the tower by more than the greater of: (a) 10% (b)or the height of an additional antenna array plus separation of up to 20 feet from the top of the nearest existing antenna? YES/ME Does the modification add an appurtenance to the body of the tower that would protrude from the edge of the tower more than 20 feet or more than the width of the tower structure at the level of the appurtenance,whichever is greater? YES/M Does the modification involve the installation of more than the standard number of new equipment cabinets for the technology involved or add more than four new equipment cabinets? YES Does the modification entail any excavation or deployment outside the current site by more than 30 feet in any direction,not including any access or utility easements? YES/0I Does the modification defeat the concealment elements of the eligible support structure? YES/M Does the modification violate conditions associated with the siting approval with the prior approval the tower or base station other than as specified in 47 C.F.R.§ 1.6100(c)(7)(i)—(iv)? Sincerely, D e re kl P Lc t�v� inRange Solutions, LLC 695 Route 46 West, Suite 300 Fairfield,NJ 07004 Mobile: 551-655-7086 Fax: 973.860.2424 E-mail: d ip cinic@inrange-LLC.com 1NRAi\J'G 50LUT10N5 TOWN OF SOUTHOLD—BUILDING DEPARTMENT � Town Hall Annex 54375 Main Road P.O,Box 1179 Southold NY 11971-0959 Telephone(631)7654$02 Fax(631)765-9502 https://www.southoldtownnygov Date Received AiPPLICATION. FOR BUILDING PERMIT For office Use only Li L5 V E PERMIT NO. Building Inspector: MAY 2 6 909 . Applications and forms must be filled out in their enfiret-.-Incomplete BUILDING DEPT. applications will not be:accepted. 1Nhere the.Applicant isnot=the<owrier,an TOWN OF SOUTHOLD Owner's Authorization form(Page.!)shall be;completed. Me:APRIL27, 2022 OWNERS)OF;PROPERTY: Name:12585 SOUND LLC 77SCTM.#10.00.1000-141-00-03-00-038-001 Project Address,12585 Sound Avenue Mattituck, NY 11852 Phone#:631-499-6220 Email: Mailing Address:1647 EAST JERICHO TURNPIKE HUNTINGTON, NY 11743 CONTACT PERSON: Name:Derek Picinic Mailing Address:695 Route 46 W Suite 300, Fairfield, NJ 07004 Phone#:551-655-7086 Email:dpicinic@inRange-Ilc.com DESIGN,PROFESSIONAL INFORMATION; Name:NETWORK BUILDING + .CONSULTING Mailing Address:1777 Sentry Parkway West I Veva 17, Suite 400 1 Blue Bell, PA 119422 Phone 4:239.462.9866 Email:tarrison@nbclic.com CONTRACTOR INFORMATION: Name:NW Management . Mailing Address:55 Commercial Street Freeport, NY 11520 Phone#:5.16-779-3226 Email:general office@nwmanagment.net DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ROtherAdd(3)Antennas,(6)RRH(1)OVP and one Hybrid.to existing tower• $33,000 Will the lot be re-graded? []Yes BNo Will excess fill be removed from premises? ❑Yes ®No I i I 1 l r ' PROPERTY INFORMATION ' Existing use of property:Cell Tower Intended use of property: Cell Tower Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes @ No IF YES,PROVIDE A COPY. BOx After-Reading: 'rhe owner/contractor/design;prof0 onal•is responsible for.all,drainage and storm water issues;as provided'by Chapter-236 ofthe Tcwn.Code.APPUCATION'IS HEREBY MADE to the;Building'Depanmen#'for'Lhe.issuance of a,Building:Permit:pursuantto the.Building'zone Ordinance of the Town of Southold,Suffolk,Coun...y,NewYorkand otherappiicable Laws,Ardinances orRegulations,'for the cons#ruction of buildings, additions,alterationvorfor removal or demolition as herein described.The applicant"agrees to comply with,all applicabie,laws,ordinances,building code, . housing code and regulations and to admit authorized Inspectors on premises and In building(s)'for necessaryInspections.False statements made herein are punishable as a Class A mitdemeanorpursuant to Section 21 the,the-Newyork State Penal law. Application Submitted By(print name):Derek PichiC @Authorized Agent ❑owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF ) DEREK PICINIC AGENT being duly sworn,deposes and says that(s)heisthe applicant (Nameofindividual signing contract)above named, (S)heisthe AGENT OBO CROWN CASTLE DISHNETWORK LLC (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and b'elief and, that the work will be performed In the manner set forth in the application file therewith. Sworn before methts Y of 20 ry Pubi r F' SZOSTAK E:AMY blk,Slab of Naw JMssyission f 50170093 issionExplrm8131=2t6 !PROP RMX-OWN RAUTH:6I�TZi TION a applicant`s l n�t 6% :ec I, I`�• �Ar'�2�c� IZi 5C4�— residing at 6 WAWY-r IAA& L Cjj1.#•Sj, jk L-W&A, N�f 11x-4 do hereby authorize� to apply on my behalf to the Town of Southold Building Department for approval as described herein. AA)" Owner's Signature Date Print Owner's Name BFIANI. KUR4AR r. Notary Public, State of New York No. 01 KU605,0711 2 Qualified in Suffolk Coun ACoR" CERTIFICATIE ®F LIABILITY INSURANCE DATE/11/OI21 10/11/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the'policy(les) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement, A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements). PRODUCER NAMEACT Elena Giuliano Twin Forks Insurance Agency PHONE -7F—AX aAc o; 631-224-1800 16 Station Rd,Suite#7 EMAIL Bellport,NY 11713 DDREss: elena winforkSinSUrance,corn INSURERIS)AFFORDING COVERAGE I NAIL a INSURERA:Travelers Indemnity Co of Ameri pa INSURED INSURER B:Travelers Casualty Ins Co of Anidri ca N.W.Management Inc INSURERc: General Star Indemnity Company 37362 Commercial Street Fr INSURERD:Tokio Marine Specialty Ins Co 23850 Freeport, NY 115202931 INSURERS: Shel terPoi nt Life Insurance INSURERF: Hartford Fire Insurance Co COVERAGES CERTIFICATE NUMBER; REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INSR A_DD IS PO ICY EFS POCfCYY EA L TYPE OF INSURANCE i I POLICY NUMBER ID 1DDIYYI' LIMITS GENERAL LIABILITY EACH OCCURRENCE S 11000,000 ✓ COMMERCIAL GENERAL LIABILITY T_WAG_E`T' —REN 7It0 P I 2C� 0— $ 300,000 A ___j CLAIhIS•MADE [7]OCCUR X X 680-6K115641-1842 2/1/21 2/1/22 MED EXP(An one omon) $ 5,000 PERSONAL 8 ADV INJURY $ 11000,000 ✓ Contractual Liabllity GENERAL AGGREGATE 5 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER; PRODUCTS•COMPIOP AGG 5 2,000,000 71 POLICY I Y I P O' 7 LOC S AUTOMOBILE LIABILITY E COMBINED SINGLE LIMIT S 11000,000 ✓ ANY AUTO BODILY INJURY(Par paraon) S AL WINED ✓ SCHEDULE[) X X BA-2N16120A-21-42-G 2/1/21 2/1/22 BODILY INJURY(Par amidenp S B AUTOS ✓ HIRED r\UTOS ✓ N TOS M!PE MAGE $ ✓ Hired PD S UMBRELLA LIAR ✓ OCCUR EACH OCCURRENCE $ 51000,000 C ✓ EXCESS WAS CLAIMS•h1ADEXflX IXG9297768 2/1/21 2/1/22 AGGREGATE 5 510001000 DED RETENTIONS S WORKERS COMPENSATINAND EMPLOYERS'LIABILITY YIN WC 5 ATU•S I IoEE ANY PROPRIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT $ OFFICERIMENISER EXCLUDED? ® N I A (Mandatory In NH) E.L.DISEASE-EA EMPLOYE S DESCRIIPTIION OF oscro OPERATIONS below E.L,DISEASE•POLICY LIMIT I S $5,000,000 D Excess Liability X X PUB698603 2/1/21 2/1/22 Insurer E ShelterPoint-DBL policy# D226216 Statutory DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Romarka Schodula,If moro apaco Is raqulred) Certificate holder is included as additional insured if required by written contract or agreement CERTIFICATE HOLDER CANCELLATION Town Of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 53095 Route 25 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PO Box 1179 ACCORDANCE WITH THE POLICY PROVISIONS. Southold, NY 11971 _ AUTHORIZED REPRESE'�����^, ©15oo-cv Iv At umu%.vmrvrw I Ivry. Ht1 rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD �� �-NN NYSIF New York State Insurance Fund 8 CORPORATE CENTER DR,2ND FLR,MELVILLE,NEW YORK 11747-3166 I nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE R1.2, A A A A A" 201330499 TWIN FORKS INSURANCE AGENCY16 STATION RD STE 7 BELLPORT NY 11713 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER N W MANAGEMENT INC TOWN OF SOUTHOLD 55 COMMERCIAL STREET 53095 ROUTE 26 FREEPORT NY 11520 P 0 BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE H2371659-0 9903 09/29/2021 TO 0912912022 1011212021 THIS. IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO, 2371659.0, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY, IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/1WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT WALTER DAHLEM(1 OF 1) N W MANAGEMENT INC THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED, THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY, NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:283226902 U-26.3 vo K workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured N.W.MANAGEMENT INC 516-432-8700 55 COMMERCIAL STREET FREEPORT,NY 11520 1 c.Federal Employer Identification Number of Insured Work Location of Insured(only required if coverage is specifically limited(o or Social Security Number certain locations in New York State,i.e.,Wrap-Up Policy) 201330499 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carder (Entity Being Listed as the Certificate Molder) ShelterPolnt Life Insurance Company Town of Southold 3b,Policy Number of Entity Listed In Box"1 all 53095 Rotate 25 DBL226216 P 0 Box 1179 3c.Policy effective period Southold, NY 11971 12/01/2020 to 11/30/2022 4. Policy provides the following benefits: ® A.Both disability and paid family leave benefits. B.Disability benefits only. ® C.Paid family leave benefits only. 5. Policy covers: ® A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. ® B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify-that I am an authorized representative or 5censea agent of the Insurance carrier reference above and t at t e named Insured has NYS Disability and/or Paid Family Leave Benefits Insurance coverage es described above. Date Signed 10/11/2021 By (Signature of Insurance carrlor's authorized representative or NYS licensed Insurance Agent of that Insurance carder) Telephone Number 516-829-8100 Name and Title _Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the Insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier, this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 513 is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd,8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2,To be completed by the NYS Workers'Compensation Board (only If Box 4C or SB of Part i 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. D6.120.1 (10.17) �IIIIIP11111°1°2��o°11n (�1�0�u�1�7u)��llllll 0PAUL J. FORD F & COMPANY Date: October 08, 2021 Paul J. Ford and Company 250 E. Broad St. Ste 600 Columbus, OH 43215 614-221-6679 Subject: Structural Analysis Report Carrier Designation: Dish Co-Locate Site Number: NYNYCO2131A Site Name: NY-CCI-T-825717 Crown Castle Designation: BU Number: 825717 Site Name: Mattitcuk JDE Job Number: 640357 Work Order Number: 2024795 Order Number: 548933 Rev. 1 Engineering Firm Designation: Paul J. Ford and Company Project Number: 37521-1272.001.7805 Site Data: 12585 Sound Ave., Mattituck; Suffolk County, NY Latitude 40°59'27.84", Longitude-720 32'17.94" 100 Foot-Monopole Tower Paul J. Ford and Company is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above-mentioned tower. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC7: Proposed Equipment Configuration Sufficient Capacity This analysis has been performed in accordance with the 2020 New York State Uniform Code (2018 International Building Code)based upon an ultimate 3-second gust wind speed of 128 mph. Applicable Standard references and design criteria are listed in Section 2 -Analysis Criteria. Respectfully submitted by: ! of NE�,y y �LZ1✓EI���P/ y�l��DREWTyo�O,A� Joseph D'eLucia n �° Structural Designer jdelucia@pauljford.com �MF 70 A'N 021.10.08 6:25:38-04'00' tnxTower Report-version 8.1.1.0 October 08, 2021 100 Ft Monopole Tower Structural Analysis CCI BU No 825717 Project Number 37521-1272.001.7805, Order 548933, Revision 1 Page 2 TABLE OF CONTENTS 1) INTRODUCTION 2)ANALYSIS CRITERIA Table 1 - Proposed Equipment Configuration Table 2-Other Considered Equipment 3)ANALYSIS PROCEDURE Table 3- Documents Provided 3.1)Analysis Method 3.2)Assumptions 4)ANALYSIS RESULTS Table 4-Section Capacity(Summary) Table 5-Tower Component Stresses vs. Capacity 4.1) Recommendations 5)APPENDIX A tnxTower Output 6)APPENDIX B Base Level Drawing 7)APPENDIX C Additional Calculations tnxTower Report-version 8.1.1.0 f ! October 08, 2021 100 Ft Monopole Tower Structural Analysis CCI BU No 825717 Project Number 37521-1272.001.7805, Order 548933, Revision 1 Page 3 1) INTRODUCTION This tower is a 100 ft Monopole tower designed by PennSummit in February of 2004. 2)ANALYSIS CRITERIA TIA-222 Revision: TIA-222-H Risk Category: II Wind Speed: 128 mph Exposure Category: C Topographic Factor: 1 Ice Thickness: 1 in Wind Speed with Ice: 50 mph Service Wind Speed: 60 mph Table 1 -Proposed Equipment Configuration Center Number Number Feed Mounting Line Antenna of Antenna Model of Feed Line Level (ft) .Elevation - Manufacturer (ft) Antennas Lines Size(in) 3 fujitsu TA08025-13604 3 fujitsu I TA08025-13605 75.0 75.0 3 jma wireless IMX08FRO665-21 w/Mount Pipe 1 1-3/8 F-1-1 raycap I RDIDC-9181-PF-48 1 Site Pro 1 6CHMT Table 2 -Other Considered Equipment Center Number Number Feed Mounting Line Antenna - of Antenna Model, of Feed Line Level (ft) Elevation Antennas Manufacturer Lines Size (in) (ft) 3 I andrew 1932QLG65R2EB w/Mount Pipe 95.0 I 97.06 remec G20045A1 12 ( 1-1/4 DBXNH-6565B-A2M w/Mount 85.0 90.0 3 andrew Pipe 12 1-1/4 3 remec G20045A1 3)ANALYSIS PROCEDURE Table 3-Documents Provided Document Reference Source 4-GEOTECHNICAL REPORTS 3478551 CCISITES 4-TOWER FOUNDATION DRAWINGS/DESIGN/SPECS 3960738 CCISITES 4-TOWER MANUFACTURER DRAWINGS 3478552 CCISITES tnxTower Report-version 8.1.1.0 October 08, 2021 100 Ft Monopole Tower Structural Analysis CCI BU No 825717 Project Number 37521-1272.001.7805, Order 548933, Revision 1 Page 4 3.1) Analysis Method tnxTower(version 8.1.1.0), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. When applicable, Crown Castle has calculated and provided the effective area for panel antennas using approved methods following the intent of the TIA-222 standard. 3.2) Assumptions 1) Tower and structures were maintained in accordance with the TIA-222 Standard. 2) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. This analysis may be affected if any assumptions are not valid or have been made in error. Paul J. Ford and Company should be notified to determine the effect on the structural integrity of the tower. 4)ANALYSIS RESULTS Table 4-Section Capacity(Summary) Section Component Critical, SF*P allow % No. Elevation(it), Type Size Element P(K) (K) Capacity Pass/Fail L1 100-80 I Pole TP6x6x0.5 1 -1.80 612.32 12.8 Pass L2 80-40.75 Pole TP32'.516x26.63x0.2188 2 -7.26 1350.54 17.2 Pass L3 40.75-0 Pole TP38.19x31.44110.25 3 -13.65 1849.23 34.5 Pass Summary Pole(1-3) 34.5 Pass Rating= 34.5 Pass Table 5-Tower Component Stresses vs. Capacity Notes Component Elevation(ft) % Capacity Pass/Fail Flange Bolts , 80 6.2 Pass 1 Flange Plates 80 12.1 Pass 1 Anchor Rods 0 55.4 Pass 1 Base Plate 0 49.4 Pass 1 Base Foundation (Structure) 0 21.7 Pass 1 Base Foundation (Soil Interaction) 0 42.6 Pass Structure Rating.(max from all components)= 55.4% Notes: • All structural ratings are per TIA-222-H Section 15.5 1) See additional documentation in"Appendix C—Additional Calculations"for calculations supporting the%capacity consumed. 4.1) Recommendations The tower and its foundation have sufficient capacity to carry the proposed load configuration. No modifications are required at this time. tnxTower Report-version 8.1.1.0 f 1 October 08, 2021 100 Ft Monopole Tower Structural Analysis CCI BU No 825717 Project Number 37521-1272.001.7805, Order 548933, Revision 1 Page 5 APPENDIX A TNXTOWER OUTPUT tnxTower Report-version 8.1.1.0 t 100.0 ft MATERIAL STRENGTH GRADE Fy Fu I GRADE I Fy Fu AS7111 A513 75 ksi 85 ksi A607-65 165 ksi 180 ksi o D.O.M. " TOWER DESIGN NOTES 1. Tower is located in Suffolk County,New York. 2. Tower designed for Exposure C to the TIA-222-H Standard. 3. Tower designed for a 128 mph basic wind in accordance with the TIA-222-H Standard. 4. Tower is also designed for a 50 mph basic wind with 1.00 in ice.Ice is considered to increase in thickness with height. 80.0 rt 5. Deflections are based upon a 60 mph wind. 6. Tower Risk Category II. 7. Topographic Category 1 with Crest Height of 0.0000 ft Q 8. TIA-222-H Annex S o 9. TOWER RATING:34.5% a 2 0 0 � N W O c� N N � N O 0 40.8 fl 0 Q ALL REACTIONS ARE FACTORED M a N AXIAL N V 19K SHEAR MOMENT 3 K� 143 kip-ft TORQUE 0 kip-ft 50 mph WIND-1.0000 in ICE AXIAL 14K SHEA MOMENT 10K J `` 530 kip-ft 0.0 ft TORQUE 0 kip-ft a z REACTIONS-128 mph WIND 2 - ' 0 Paul J. Ford and Couipany ob:100'Monopole,Mattituck,NY OF250 E. Broad St.Ste 600 Project:37521-1272.001.7805/BU825717 Columbus,OH 43215 """t'Crown Castle Drawn by:Joseph DeLucia Appd. PJFLogo Phone:614-221-6679 Cod,:TIA-222-H Date:10/08/21 Scale: NTS FAX: Path: o,,............... .............s , ", . wo.E-1 e, G.0Dg N October 08, 2021 100 Ft Monopole Tower Structural Analysis CCI BU No 825717 Project Number 37521-1272.001.7805, Order 548933, Revision 1 Page 6 Tower Input Data The tower is a monopole. This tower is designed using the TIA-222-H standard. The following design criteria apply: • Tower is located in Suffolk County, New York. • Tower base elevation above sea level: 7.4600 ft. • Basic wind speed of 128 mph. • Risk Category II. • Exposure Category C. • Simplified Topographic Factor Procedure for wind speed-up calculations is used. • Topographic Category: 1. • Crest Height: 0.0000 ft. • Nominal ice thickness of 1.0000 in. • Ice thickness is considered to increase with height. • Ice density of 56.00 pcf. • A wind speed of 50 mph is used in combination with ice. • Temperature drop of 50 °F. • Deflections calculated using a wind speed of 60 mph. • TIA-222-H Annex S. • A non-linear(P-delta) analysis was used. • Pressures are calculated at each section. • Stress ratio used in pole design is 1. • Tower analysis based on target reliabilities in accordance with Annex S. • Load Modification Factors used: Kes(F,)= 0.95, Kes(ti)= 0.85. • Maximum demand-capacity ratio is: 1.05. • Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. Options Consider Moments-Leg's Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules Consider Moments-Horizontals Assume Legs Pinned Calculate Redundant Bracing Forces Consider Moments-Diagonals Assume Rigid Index Plate Ignore Redundant Members in FEA Use Moment Magnification Use Clear Spans For Wind Area SR Leg Bolts Resist Compression Use Code Stress Ratios Use Clear Spans For KUr All Leg Panels Have Same Allowable Use Code:Safety Factors-Guys Retension Guys To Initial Tension Offset Girt At Foundation Escalate Ice Bypass Mast Stability Checks 4 Consider Feed Line Torque Always Use Max Kz Use Azimuth Dish Coefficients Include Angle Block Shear Check Use Special Wind Profile Project Wind Area of Appurt. Use TIA-222-H Bracing Resist. Exemption Include Bolts In Member Capacity Autocalc Torque Arm Areas Use TIA-222-H Teinsion Splice ion Exempt Leg Bolts Are At Top Of Section Add IBC.6D+W Combination �� -Poles _ .1 Secondary Horizontal Braces Leg Sort Capacity Reports By Component Include Shear-Torsion Interaction Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Always Use Sub-Critical Flow SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Use Top Mounted Sockets SR Members Are Concentric Ignore KL/ry For 60 Deg.Angle Legs Pole Without Linear Attachments Pole With Shroud Or No Appurtenances Outside and Inside Corner Radii Are Known Tapered Pole Section Geometry Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade ft Length Length of Diameter Diameter Thickness Radius ft ft Sides in in in in L1 100.0000- 20.0000 0.00 Round 6.0000 6.0000 0.5000 ASTM A513 80.0000 D.O.M. (75 ksi) L2 80.0000- 39.2500 4.25 18 26.6300 32.5160 0.2188 0.8752 A607-65 tnxTower Report-version 8.1.1.0 � e October 08, 2021 100 Ft Monopole Tower Structural Analysis CCI BU No 825717 Project Number 37521-1272.001.7805, Order 548933, Revision 1 Page 7 Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade ft Length Length of Diameter Diameter Thickness Radius ft ft Sides in in in in 40.7500 .(65 ksi) L3 40.7500- 45.0000 18 31.4411 38.1900 0.2500 1.0000 A607-65 0.0000 (65 ksi) r Tapered Pole Properties Section Tip Dia. Area I r C l/C J lt/Q w w/t in int in° in in 03 in4 int in L1 6.0000 8.6394 32.9376 1.9526 3.0000 10.9792 65.8753 4.3171 0.0000 0 6.0000 8.6394 32.9376 1.9526 3.0000 10.9792 65.8753 4.3171 0.0000 0 L2 27.0071 18.3418 1616.4270 9.3760 13.5280 119.4872 3234.9809 9.1727 4.3018 19.661 32.9839 22.4295 2955.8767 11.4655 16.5181 178.9474 5915.6427 11.2169 5.3377 24.395 L3 32.5348 24.7501 3042.1097 11.0728 15.9721 190.4645 6088.2222 12.3774 5.0936 20.375 38.7406 30.1054 5474.9021 13.4687 19.4005 282.2039 10957.008 15.0556 6.2814 25.126 3 Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt Stitch Bolt ft (per face) in A, Spacing Spacing Spacing ft2 Diagonals Horizontals Redundants in in in L1 100.0000- 1 0 1 80.0000 L2 80.0000- 1 1 1 40.7500 L3 40.7500- 1 1 1 0.0000 Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Exclude Componen Placement Total CAAA Weight or Shield From t ft Number ft2/ft klf Leg Torque Type Calculation LDF6-50A(1-1/4) C No No Inside Pole 95.0000- 12 No Ice 0.0000 0.00 0.0000 1/2"Ice 0.0000 0.00 1"Ice 0.0000 0.00 LDF6-50A(1-1/4) C No No Inside Pole 85.0000- 12 No Ice 0.0000 0.00 0.0000 1/2"Ice 0.0000 0.00 1"Ice 0.0000 0.00 CU12PSM9P8XXX C No No Inside Pole 75.0000- 1 No Ice 0.0000 0.00 (1-3/8) 0.0000 1/2"Ice 0.0000 0.00 1"Ice 0.0000 0.00 Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR AF CAAA CAAA Weight Sectio Elevation ft2 In Face Out Face K n ft ft2 ft2 ft L1 100.0000- A 0.000 0.000 0.000 0.000 0.00 80.0000 B 0.000 0.000 0.000 0.000 0;00 C 0.000 0.000 0.000 0.000 0.14 L2 80.0000-40.7500 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.62 L3 40.7500-0.0000 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.65 tnxTower Report-version 8.1.1.0 i t October 08, 2021 100 Ft Monopole Tower Structural Analysis CCI BU No 825717 Project Number 37521-1272.001.7805, Order 548933, Revision 1 Page 8 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice AR AF CAAA CAAA Weight Sectio Elevation or Thickness ft2 In Face Out Face K n It Leg in ft2 ft2 ft2 L1 100.0000- A 0.940 0.000 0.000 0.000 0.000 0.00 80.0000 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.14 L2 80.0000-40.7500 A 0.902 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.62 L3 40.7500-0.0000 A 0.811 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.65 Feed Line Center of Pressure Section Elevation CPx CPZ CPx CPZ ft in in Ice Ice in in L1 100.0000-80.0000 0.0000 0.0000 0.0000 0.0000 L2 80.0000-40.7500 0.0000 0.0000 . 0.0000 0.0000 L3 40.7500-0.0000 0.0000 0.0000 0.0000 0.0000 Note:For pole sections,center of pressure calculations do not consider feed line shielding. Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen ft Front Side K Leg Lateral t ft2 It, Vert ° It It ft 932QLG65R2EB w/Mount A From Leg 0.5000 0.00 95.0000 No Ice 0.0000 0.0000 0.07 Pipe 0.00 1/2" 0.0000 0.0000 0.13 2.00 Ice 0.0000 0.0000 0.20 1"Ice 932QLG65R2EB w/Mount B From Leg 0.5000 0.00 95.0000 No Ice 0.0000 0.0000 0.07 Pipe 0.00 1/2" 0.0000 0.0000 0.13 2.00 Ice 0.0000 0.0000 0.20 1"Ice 932QLG65R2EB wl Mount C From Leg 0.5000 0.00 95.0000 No Ice 0.0000 0.0000 0.07 Pipe 0.00 1/2" 0.0000 0.0000 0.13 2.00 Ice 0.0000 0.0000 0.20 1"Ice (2)G20045A1 A From Leg 0.5000 0.00 95.0000 No Ice 0.0000 0.0000 0.01 0.00 1/2" 0.0000 0.0000 0.02 2.00 Ice 0.0000 0.0000 0.03 1"Ice (2)G20045A1 B From Leg 0.5000 0.00 95.0000 No Ice 0.0000 0.0000 0.01 0.00 1/2" 0.0000 0.0000 0.02 2.00 Ice 0.0000 0.0000 0.03 1"Ice (2)G20045A1 C From Leg 0.5000 0.00 95.0000 No Ice 0.0000 0.0000 0.01 0.00 1/2" 0.0000 0.0000 0.02 2.00 Ice 0.0000 0.0000 0.03 V Ice DBXNH-6565B-A2M w/ A From Leg 0.5000 0.00 85.0000 No Ice 0.0000 0.0000 0.07 Mount Pipe 0.00 1/2" 0.0000 0.0000 0.14 5.00 Ice 0.0000 0.0000 0.21 1"Ice DBXNH-65658-A2M w/ B From Leg 0.5000 0.00 85.0000 No Ice 0.0000 0.0000 0.07 Mount Pipe 0.00 1/2" 0.0000 0.0000 0.14 5.00 Ice 0.0000 0.0000 0.21 1"Ice DBXNH-6565B-A2M w/ C From Leg 0.5000 0.00 85.0000 No Ice 0.0000 0.0000 0.07 tnxTower Report-version 8.1.1.0 October 08, 2021 100 Ft Monopole Tower Structural Analysis CCI BU No 825717 Project Number 37521-1272.001.7805, Order 548933, Revision 1 Page 9 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen ft Front Side K Leg Lateral t ft, ft2 Vert ° ft ft It Mount Pipe 0.00 1/2" 0.0000 0.0000 0.14 5.00 Ice 0.0000 0.0000 0.21 1"Ice G20045AI A From Leg 0.5000 0.00 85.0000 No Ice 0.0000 0.0000 0.01 0.00 1/2" 0.0000 0.0000 0.02 5.00 Ice 0.0000 0.0000 0.03 1"Ice G20045A1 B From Leg 0.5000 0.00 85.0000 No Ice 0.0000 0.0000 0.01 0.00 1/2" 0.0000 0.0000 0.02 5.00 Ice 0.0000 0.0000 0.03 1"Ice G20045A1 C From Leg 0.5000 0.00 85.0000 No Ice 0.0000 0.0000 0.01 0.00 1/2" 0.0000 0.0000 0.02 5.00 Ice 0.0000 0.0000 0.03 1"Ice TA08025-6604 A From Leg 1.0000 0.00 75.0000 No Ice 1.9635 0.9811 0.06 0.00 1/2" 2.1378 1.1117 0.08 0.00 Ice 2.3195 1.2496 0.10 1"Ice TA08025-8605 A From Leg 1.0000 0.00 75.0000 No Ice 1.9635 1.1295 0.08 0.00 1/2" 2.1378 1.2666 0.09 0.00 Ice 2.3195 1.4112 0.1.1 1"Ice TA08025-6604 B From Leg 1.0000 0.00 75.0000 No Ice 1.9635 0.9811 0.06 0.00 1/2" 2.1378 1.1117 0.08 0.00 Ice 2.3195 1.2496 0.10 1"Ice TA08025-8605 B From Leg 1.0000 0.00 75.0000 No Ice 1.9635 1.1295 0.08 0.00 1/2" 2.1378 1.2666 0.09 0.00 Ice 2.3195 1.4112 0.11 1"Ice TA08025-6605 C From Leg 1.0000 0.00 75.0000 No Ice 1.9635 1.1295 0.08 0.00 1/2" 2.1378 1.2666 0.09 0.00 Ice 2.3195 1.4112 0.11 1"Ice TA08025-6604 C From Leg 1.0000 0.00 75.0000 No Ice 1.9635 0.9811 0.06 0.00 1/2" 2.1378 1.1117 0.08 0.00 Ice 2.3195 1.2496 0.10 1"Ice MX08FR0665-21 w/ A From Leg 1.0000 0.00 75.0000 No Ice 8.0100 4.2300 0.11 Mount Pipe 0.00 1/2" 8.5200 4.6900 0.19 0.00 Ice 9.0400 5.1600 0.29 1"Ice MX08FRO665-21 w/ B From Leg 1.0000 0.00 75.0000 No Ice 8.0100 4.2300 0.11 Mount Pipe 0.00 1/2" 8.5200 4.6900 0.19 0.00 Ice 9.0400 5.1600 0.29 1"Ice MX08FRO665-21 w/ C From Leg 1.0000 0.00 75.0000 No Ice 8.0100 4.2300 0.11 Mount Pipe 0.00 1/2" 8.5200 4.6900 0.19 0.00 Ice 9.0400 5.1600 0.29 1"Ice RDIDC-9181-PF-48 A From Leg 1.0000 0.00 75.0000 No Ice 2.0119 1.1682 0.02 0.00 1/2" 2.1886 1.3109 0.04 0.00 Ice 2.3727 1.4611 0.06 1"Ice (2)Pipe Mount IPM 601-3] C None 0.00 75.0000 No Ice 3.1700 3.1700 0.20 1/2" 3.7900 3.7900 0.23 Ice 4.4200 4.4200 0.28 1"Ice tnxTower Report-version 8.1.1.0 t 1 October 08, 2021 100 Ft Monopole Tower Structural Analysis CC/BU No 825717 Project Number 37521-1272.001.7805, Order 548933, Revision 1 Page 10 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen ft Front Side K Leg Lateral t ft2 ft2 Vert ° ft ft ft Canister Load C None 0.00 100.0000 No Ice 4.8047 4.8047 0.07 1/2" 12.2031 12.2031 0.15 Ice 12.6615 12.6615 0.23 1"Ice Canister Load2 C None 0.00 90.0000 No Ice 9.7969 9.7969 0.22 1/2" 24.8646 24.8646 0.38 Ice 25.7813 25.7813 0.55 1"Ice Canister Load3 C None 0.00 80.0000 No Ice 4.9922 4.9922 0.50 1/2" 12.6615 12.6615 0.59 Ice 13.1198 13.1198 0.67 1"Ice Tower Pressures - No Ice GH= 1.100 Section z KZ qz AG F AF AR Aieg Leg CAAA CAAA Elevation ft psf ft2 a ft2 ft2 ft2 % In Out ft c Face Face e ft2 ft2 L1100.0000- 90.0000 1.238 49.31 10.000 A 0.000 0.000 0.000 0.00 0.000 0.000 80.0000 0 B 0.000 0.000 0.00 0.000 0.000 C 0.000 0.000 0.00 0.000 0.000 L2 80.0000- 60.0620 1.137 45.13 98.110 A 0.000 98.110 98.110 100.00 0.000 0.000 40.7500 0 B 0.000 98.110 100.00 0.000 0.000 C 0.000 98.110 100.00 0.000 0.000 L3 40.7500- 20.5339 0.907 36.43 121.02 A 0.000 121.020 121.020 100.00 0.000 0.000 0.0000 3 0 B 0.000 121.020 100.00 0.000 0.000 C 0.000 121.020 1 100.00 0.000 0.000 Tower Pressure - With Ice GH= 1.100 Section z KZ q= tZ Ac F AF AR A,ag Leg CAAA CAAA Elevation ft psf in ft2 a ft2 ft2 ft2 In Out ft c Face Face e ft2 ft2 L1100.0000- 90.0000 1.238 7.524 0.9397 13.132 A 0.000 0.000 0.000 0.00 0.000 0.000 80.0000 B 0.000 0.000 0.00 0.000 0.000 C 0.000 0.000 0.00 0.000 0.000 L2 80.0000- 60.0620 1.137 6.886 0.9025 104.014 A 0.000 104.014 104.014 100.00 0.000 0.000 40.7500 B 0.000 104.014 100.00 0.000 0.000 C 0.000 104.014 100.00 0.000 0.000 L3 40.7500- 20.5339 0.907 5.559 0.8106 127.149 A 0.000 127.149 127.149 100.00 0.000 0.000 0.0000 B 0.000 127.149 100.00 0.000 0.000 C 0.000 127.149 100.00 0.000 0.000 Tower Pressure - Service GH=1.100 Section z KZ q. Ac F AF AR A,eg Leg CAAA CAAA Elevation ft psf ft2 a ft2 ft2 ft2 % In Out ft c Face Face e ft2 ft2 L1100.0000- 90.0000 1.238 9.694 10.000 A 0.000 0.000 0.000 0.00 0.000 0.000 80.0000 B 0.000 0.000 0.00 0.000 0.000 C 0.000 0.000 0.00 0.000 0.000 L2 80.0000- 60.0620 1.137 8.873 98.110 A 0.000 98.110 98.110 100.00 0.000 0.000 tnxTower Report-version 8.1.1.0 t � October 08, 2021 100 Ft Monopole Tower Structural Analysis CC/BU No 825717 Project Number 37521-1272.001.7805, Order 548933, Revision 1 Page 11 Section z KZ q: AG F AF AR Aleg Leg CAAA CAAA Elevation ft psf ff a ftz ft, % in Out ft c Face Face e ftz ftz 40.7500 B 0.000 98.110 100.00 0.000 0.000 C 0.000 98.110 100.00 0.000 0.000 L3 40.7500- 20.5339 0.907 7.163 121.02 A 0.000 121.020 121.020 100.00 0.000 0.000 0.0000 0 B 0.000 121.020 100.00 0.000 0.000 C 0.000 121.020 100.00 0.000 0.000 Load Combinations Comb. Description No. 1 Dead Only 2 1.2 Dead+1.0 Wind 0 deg-No Ice 3 0.9 Dead+1.0 Wind 0 deg-No Ice 4 1.2 Dead+1.0 Wind 30 deg-No Ice 5 0.9 Dead+1.0 Wind 30 deg-No Ice 6 1.2 Dead+1.0 Wind 60 deg-No Ice 7 0.9 Dead+1.0 Wind 60 deg-No Ice 8 1.2 Dead+1.0 Wind 90 deg-No Ice 9 0.9 Dead+1.0 Wind 90 deg-No Ice 10 1.2 Dead+1.0 Wind 120 deg-No Ice 11 0.9 Dead+1.0 Wind 120 deg-No Ice 12 1.2 Dead+1.0 Wind 150 deg-No Ice 13 0.9 Dead+1.0 Wind 150 deg-No Ice 14 1.2 Dead+1.0 Wind 180 deg-No Ice 15 0.9 Dead+1.0 Wind 180 deg-No Ice 16 1.2 Dead+1.0 Wind 210 deg-No Ice 17 0.9 Dead+1.0 Wind 210 deg-No Ice 18 1.2 Dead+1.0 Wind 240 deg-No Ice 19 0.9 Dead+1.0 Wind 240 deg-No Ice 20 1.2 Dead+1.0 Wind 270 deg-No Ice 21 0.9 Dead+1.0 Wind 270 deg-No Ice 22 1.2 Dead+1.0 Wind 300 deg-No Ice 23 0.9 Dead+1.0 Wind 300 deg-No Ice 24 1.2 Dead+1.0 Wind 330 deg-No Ice 25 0.9 Dead+1.0 Wind 330 deg-No Ice 26 1.2 Dead+1.0 Ice+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 39 Dead+Wind 0 deg-Service 40 Dead+Wind 30 deg-Service 41 Dead+Wind 60 deg-Service 42 Dead+Wind 90 deg-Service 43 Dead+Wind 120 deg-Service 44 Dead+Wind 150 deg-Service 45 Dead+Wind 180 deg-Service 46 Dead+Wind 210 deg-Service 47 Dead+Wind 240 deg-Service 48 Dead+Wind 270 deg-Service 49 Dead+Wind 300 deg-Service 50 Dead+Wind 330 de -Service tnxTower Report-version 8.1.1.0 October 08, 2021 100 Ft Monopole Tower Structural Analysis CCI BU No 825717 Project Number 37521-1272.001.7805, Order 548933, Revision 1 Page 12 Maximum Member Forces Sectio Elevation Component Condition Gov. Axial Major Axis Minor Axis n ft Type Load K Moment Moment No. Comb. kip-ft kip-ft L1 1.00-80 Pole Max Tension 27 0.00 0.00 -0.00 Max.Compression 26 -3.35 0.00 .0.00 Max.Mx 20 -1.80 11.19 0.00 Max.My 2 -1.80 0.00 11.19 Max.Vy 8 0.84 -7.83 0.00 Max.Vx 2 -0.84 0.00 7.83 Max.Torque 8 -0.00 L2 80-40.75 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -11.13 0.00 0.13 Max.Mx 8 -7.26 -161.10 0.05 Max.My 2 -7.26 0.00 162.50 Max.Vy 8 6.16 -161.10 0.05 Max.Vx 2 -6.21 0.00 162.50 Max.Torque 9 0.13 L3 40.75-0 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -19.19 0.00 0.13 Max.Mx 20 -13.65 526.79 0.05 Max.My 2 -13.65 0.00 530.21 Max.Vy 20 -9.99 526.79 0.05 Max.Vx 2 -10.03 0.00 530.21 Max.Torque 9 0.13 Maximum Reactions Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load K K K Comb. Pole Max.Vert 26 19.19 0.00 0.00 Max.Hx 21 10.24 9.98 0.00 Max.HZ 3 10.24 0.00 10.02 Max.Mx 2 530.21 0.00 10.02 Max.M� 8 526.79 -9.98 0.00 Max.Torsion 9 0.13 -9.98 0.00 Min.Vert 3 10.24 0.00 10.02 Min.H. 9 10.24 -9.98 0.00 Min.H� 15 10.24 0.00 -10.02 Min.Mx 14 -530.10 0.00 -10.02 Min.MZ 20 -526.79 9.98 0.00 Min.Torsion 21 -0.13 9.98 0.00 i Tower Mast Reaction Summary Load Vertical Shear, Shear, Overturning Overturning Torque Combination K K K Moment,M, Moment,M. kip-ft kip-ft kip-ft Dead Only 11.38 0.00 0.00 -0.04 0.00 0.00 1.2 Dead+1.0 Wind 0 deg- 13.65 0.00 -10.02 -530.21 0.00 0.00 No Ice 0.9 Dead+1.0 Wind 0 deg- 10.24 0.00 -10.02 -528.08 0.00 0.00 No Ice 1.2 Dead+1.0 Wind 30 deg- 13.65 4.99 -8.68 -459.18 -263.40 -0.07 No Ice 0.9 Dead+1.0 Wind 30 deg- 10.24 4.99 -8.68 -457.34 -262.35 -0.07 No Ice 1.2 Dead+1.0 Wind 60 deg- 13.65 8.64 -5.01 -265.13 -456.22 -0.11 No Ice 0.9 Dead+1.0 Wind 60 deg- 10.24 8.64 -5.01 -264.06 -454.40 -0.11 No Ice 1.2 Dead+1.0 Wind 90 deg- 13.65 9.98 -0.00 -0.05 -526.79 -0.13 No Ice 0.9 Dead+1.0 Wind 90 deg 10.24 9.98 -0.00 -0.04 -524.70 -0.13 tnxTower Report-version 8.1.1.0 October 08, 2021 100 Ft Monopole Tower Structural Analysis CCI BU No 825717 Project Number 37521-1272.001.7805, Order 548933, Revision 1 Page 13 Load Vertical Shear, Shear Overturning Overturning Torque Combination K K K Moment,MX Moment,Mz kip-ft kip-ft kip-ft No Ice 1.2 Dead+1.0 Wind 120 deg 13.65 8.64 5.01 265.02 -456.22 -0.11 -No Ice 0.9 Dead+1.0 Wind 120 deg 10.24 8.64 5.01 263.98 -454.40 -0.11 -No Ice 1.2 Dead+1.0 Wind 150 deg 13.65 4.99 8.68 459.07 -263.40 -0.07 -No Ice 0.9 Dead+1.0 Wind 150 deg 10.24 4.99 8.68 457.26 -262.35 -0.07 -No Ice 1.2 Dead+1.0 Wind 180 deg 13.65 0.00 10.02 530.10 0.00 0.00 -No Ice 0.9 Dead+1.0 Wind 180 deg 10.24 0.00 10.02 528.00 0.00 0.00 -No Ice 1.2 Dead+1.0 Wind 210 deg 13.65 -4.99 8.68 459.07 263.40 0.07 -No Ice 0.9 Dead+1.0 Wind 210 deg 10.24 -4.99 8.68 457.26 262.35 0.07 -No Ice 1.2 Dead+1.0 Wind 240 deg 13.65 -8.64 5.01 265.02 456.22 0.11 -No Ice 0.9 Dead+1.0 Wind 240 deg 10.24 -8.64 5.01 263.98 454.40 0.11 -No Ice 1.2 Dead+1.0 Wind 270 deg 13.65 -9.98 -0.00 -0.05 526.79 0.13 -No Ice 0.9 Dead+1.0 Wind 270 deg 10.24 -9.98 -0.00 -0.04 524.70 0.13 -No Ice 1.2 Dead+1.0 Wind 300 deg 13.65 -8.64 -5.01 -265.13 456.22 0.11 -No Ice 0.9 Dead+1.0 Wind 300 deg 10.24 -8.64 -5.01 -264.06 454.40 0.11 -No Ice 1.2 Dead+1.0 Wind 330 deg 13.65 -4.99 -8.68 -459.18 263.40 0.07 -No Ice 0.9 Dead+1.0 Wind 330 deg 10.24 -4.99 -8.68 -457.34 262.35 0.07 -No Ice 1.2 Dead+1.0 Ice+1.0 Temp 19.19 0.00 -0.00 -0.13 0.00 0.00 1.2 Dead+1.0 Wind 0 19.19 0.00 -2.64 -143.34 0.00 0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 30 19.19 1.32 -2.29 -124.15 -71.32 -0.01 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 60 19.19 2.28 -1.32 -71.74 -123.53 -0.02 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 90 19.19 2.63 0.00 -0.14 -142.64 -0.02 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 120 19.19 2.28 1.32 71.46 -123.53 -0.02 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 150 19.19 1.32 2.29 123.88 -71.32 -0.01 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 19.19 "0.00 2.64 143.06 0.00 0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 21.0 19.19 -1.32 2.29 123.88 71.32 0.01 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 240 19.19 -2.28 1.32 71.46 123.53 0.02 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 270 19.19 -2.63 0.00 -0.14 142.64 0.02 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 300 19.19 -2.28 -1.32 -71.74 123.53 0.02 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 330 19.19 -1.32 -2.29 -124.15 71.32 0.01 deg+1.0 Ice+1.0 Temp Dead+Wind 0 deg-Service 11.38 0.00 -1.97 -103.96 0.00 0.00 Dead+Wind 30 deg-Service 11.38 0.98 -1.71 -90.04 -51.63 -0.01 Dead+Wind 60 deg-Service 11.38 1.70 -0.99 -52.00 -89.43 -0.02 Dead+Wind 90 deg-Service 11.38 1.96 0.00 -0.04 -103.26 -0.03 Dead+Wind 120 deg- 11.38 1.70 0.99 51.92 -89.43 -0.02 Service Dead+Wind 150 deg- 11.38 0.98 1.71 89.95 -51.63 -0.01 Service Dead+Wind 180 deg- 11.38 0.00 1.97 103.88 0.00 0.00 Service Dead+Wind 210 deg- 11.38 -0.98 1.71 89.95 51.63 0.01 tnxTower Report-version 8.1.1.0 October 08, 2021 100 Ft Monopole Tower Structural Analysis CCI BU No 825717 Project Number 37521-1272.001.7805, Order 548933, Revision 1 Page 14 Load Vertical Shear, Shear, Overturning Overturning Torque Combination K K K Moment,M, Moment,M. kip-ft kip-ft kip-ft Service Dead+Wind 240 deg- 11.38 -1.70 0.99 51.92 89.43 0.02 Service Dead+Wind 270 deg- 11.38 -1.96 0.00 -0.04 103.26 0.03 Service Dead+Wind 300 deg- 11.38 -1.70 -0.99 -52.00 89.43 0.02 Service Dead+Wind 330 deg- 11.38 -0.98 -1.71 -90.04 51.63 0.01 Service Solution Summary Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K K K K K 1 0.00 -11.38 0.00 0.00 11.38 0.00 0.000% 2 0.00 -13.65 -10.03 0.00 13.65 10.02 0.004% 3 0.00 -10.24 -10.03 0.00 10.24 10.02 0.004% 4 4.99 -13.65 -8.68 -4.99 13.65 8.68 0.004% 5 4.99 -10.24 -8.68 -4.99 10.24 8.68 0.004% 6 8.64 -13.65 -5.01 -8.64 13.65 5.01 0.004% 7 8.64 -10.24 -5.01 -8.64 10.24 5.01 0.004% 8 9.98 -13.65 0.00 -9.98 13.65 0.00 0.004% 9 9.98 -10.24 0.00 -9.98 10.24 0.00 0.004% 10 8.64 -13.65 5.01 -8.64 13.65 -5.01 0.004% 11 8.64 -10.24 5.01 -8.64 10.24 -5.01 0.004% 12 4.99 -13.65 8.68 -4.99 13.65 -8.68 0.004% 13 4.99 -10.24 8.68 -4.99 10.24 -8.68 0.004% 14 0.00 -13.65 10.03 0.00 13.65 -10.02 0.004% 15 0.00 -10.24 10.03 0.00 10.24 -10.02 0.004% 16 -4.99 -13.65 8.68 4.99 13.65 -8.68 0.004% 17 -4.99 -10.24 8.68 4.99 10.24 -8.68 0.004% 18 -8.64 -13.65 5.01 8.64 13.65 -5.01 0.004% 19 -8.64 -10.24 5.01 8.64 10.24 -5.01 0.004% 20 -9.98 -13.65 0.00 9.98 13.65 0.00 0.004% 21 -9.98 -10.24 0.00 9.98 10.24 0.00 0.004% 22 -8.64 -13.65 -5.01 8.64 13.65 5.01 0.004% 23 -8.64 -10.24 -5.01 8.64 10.24 5.01 0.004% 24 -4.99 -13.65 -8.68 4.99 13.65 8.68 0.004% 25 -4.99 -10.24 -8.68 4.99 10.24 8.68 0.004% 26 0.00 -19.19 0.00 0.00 19.19 0.00 0.000% 27 0.00 -19.19 -2.64 0.00 19.19 2.64 0.004% 28 1.32 -19.19 -2.29 -1.32 19.19 2.29 0.004% 29 2.28 -19.19 -1.32 -2.28 19.19 1.32 0.004% 30 2.63 -19.19 0.00 -2.63 19.19 -0.00 0.004% 31 2.28 -19.19 1.32 -2.28 19.19 -1.32 0.004% 32 1.32 -19.19 2.29 -1.32 19.19 -2.29 0.004% 33 0.00 -19.19 2.64 0.00 19.19 -2.64 0.004% 34 -1.32 -19.19 2.29 1.32 19.19 -2.29 0.004% 35 -2.28 -19.19 1.32 2.28 19.19 -1.32 0.004% 36 -2.63 -19.19 0.00 2.63 19.19 -0.00 0.004% 37 -2.28 -19.19 -1.32 2.28 19.19 1.32 0.004% 38 -1.32 -19.19 -2.29 1.32 19.19 2.29 0.004% 39 0.00 -11.38 -1.97 0.00 11.38 1.97 0.005% 40 0.98 -11.38 -1.71 -0.98 11.38 1.71 0.005% 41 1.70 -11.38 -0.99 -1.70 11.38 0.99 0.005% 42 1.96 -11.38 0.00 -1.96 11.38 -0.00 0.005% 43 1.70 -11.38 0.99 -1.70 11.38 -0.99 0.005% 44 0.98 -11.38 1.71 -0.98 11.38 -1.71 0.005% 45 0.00 -11.38 1.97 0.00 11.38 -1.97 0.005% 46 -0.98 -11.38 1.71 0.98 11.38 -1.71 0.005% 47 -1.70 -11.38 0.99 1.70 11.38 -0.99 0.005% 48 -1.96 -11.38 0.00 1.96 11.38 -0.00 0.005% 49 -1.70 -11.38 -0.99 1.70 11.38 0.99 0.005% 50 -0.98 -11.38 -1.71 0.98 11.38 1.71 0.005% tnxTower Report-version 8.1.1.0 October 08, 2021 100 Ft Monopole Tower Structural Analysis CCI BU No 825717 Project Number 37521-1272.001.7805, Order 548933, Revision 1 Page 15 Non-Linear Convergence Results Load Converged? Number Displacement Force Combination of Cycles Tolerance Tolerance 1 Yes 6 0.00000001 0.00000001 2 Yes 13 0.00000001 0.00008267 3 Yes 13 0.00000001 0.00007146 4 Yes 13 0.00000001 0.00006874 5 Yes 13 0.00000001 0.00005901 6 Yes 13 0.00000001 0.00007329 7 Yes 13 0.00000001 0.00006296 8 Yes 13 0.00000001 0.00008253 9 Yes 13 0.00000001 0.00007140 10 Yes 13 0.00000001 0.00006692 11 Yes 13 0.00000001 0.00005747 12 Yes 13 0.00000001 0.00007242 13 Yes 13 0.00000001 0.00006220 14 Yes 13 0.00000001. 0.00008264 15 Yes 13 0.00000001 0.00007144 16 Yes 13 0.00000001 0.00007242 17 Yes 13 0.00000001 0.00006220 18 Yes 13 0.00000001 0.00006692 19 Yes 13 0.00000001 0.00005747 20 Yes 13 0.00000001 0.00008253 21 Yes 13 0.00000001 0.00007140 22 Yes 13 0.00000001 0.00007329 23 Yes 13 0.00000001 0.00006296 24 Yes 13 0.00000001 0.00006874 25 Yes 13 0.00000001 0.00005901 26 Yes 6 0.00000001 0.00000001 27 Yes 12 0.00000001 0.00006385 28 Yes 12 0.00000001 0.00006715 29 Yes 12 0.00000001 0.00006705 30 Yes 12 0.00000001 0.00006349 31 Yes 12 0.00000001 0.00006684 32 Yes 12 0.00000001 0.00006697 33 Yes 12 0.00000001 0.00006362 34 Yes 12 0.00000001 0.00006697 35 Yes 12 0.00000001 0.00006684 36 Yes 12 0.00000001 0.00006349 37 Yes 12 0.00000001 0.00006705 38 Yes 12 0.00000001 0.00006715 39 Yes 11 0.00000001 0.00008359 40 Yes 11 0.00000001 0.00008200 41 Yes 11 0.00000001 0.00008172 42 Yes 11 0.00000001 0.00008297 43 Yes 11 0.00000001 0.00008163 44 Yes 11 0.00000001 0.00008190 45 Yes 11 0.00000001 0.00008345 46 Yes 11 0.00000001 0.00008190 47 Yes 11 0.00000001 0.00008163 48 Yes 11 0.00000001 0.00008297 49 Yes 11 0.00000001 0.00008172 50 Yes 11 0.00000001 0.00008200 Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Tilt Twist No. It Deflection Load ° in Comb. L1 100-80 4.14 39 0.39 0.00 L2 80-40.75 2.67 39 0.25 0.00 L3 45-0 1.00 39 0.19 0.00 tnxTower Report-version 8.1.1.0 October 08, 2021 100 Ft Monopole Tower Structural Analysis CCI BU No 825717 Project Number 37521-1272.001.7805, Order 548933, Revision 1 Page 16 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of ft Load in Curvature Comb. ft 100.0000 Canister Loadl 39 4.14 0.39 0.00 40241 95.0000 932QLG65R2EB w/Mount Pipe 39 3.75 0.35 0.00 40241 90.0000 Canister Load2 39 3.37 0.31 0.00 20121 85.0000 DBXNH-6565B-A2M w/Mount 39 3.01 0.28 0.00 13414 Pipe 80.0000 Canister Load3 39 2.67 0.25 0.00 10608 75.0000 TA08025-6604 39 2.35 0.23 0.00 10699 Maximum Tower Deflections - Design Wind Section Elevation Horz. Gov. Tilt Twist No. ft Deflection Load ° in Comb. L1 100-80 21.12 2 2.00 0.00 L2 80-40.75 13.60 2 1.27 0.00 L3 45-0 5.09 2 0.96 0.00 Critical Deflections and Radius of Curvature - Design Wind , Elevation Appurtenance Gov. Deflection Tilt Twist Radius of ft Load in Curvature Comb. ft 100.0000 Canister Load1 2 21.12 2.00 0.00 7854 95.0000 932QLG65R2EB w/Mount Pipe 2 19.14 1.79 0.00 7854 90.0000 Canister Load2 2 17.20 1.59 0.00 3927 85.0000 DBXNH-6565B-A2M w/Mount 2 15.34 1.41 0.00 2617 Pipe 80.0000 Canister Load3 2 13.60 1.27 0.00 2070 75.0000 TA08025-8604 2 12.00 1.17 0.00 2089 Compression Checks Pole Design Data Section Elevation Size L L„ KI1r A P. Wn Ratio No. ft ft It int K K P. +P„ L1 100-80(l) TP6x6x0.5 20.000 0.0000 0.0 8.6394 -1.80 583.16 0.003 0 L2 80-40.75(2) TP32.516x26.63x0.2188 39.250 0.0000 0.0 21.986 -7.26 1286.23 0.006 0 9 L3 40.75-0(3) TP38.19x31.4411x0.25 45.000 0.0000 0.0 30.105 -13.65 1761.17 0.008 0 4 Pole Bending Design Data Section Elevation Size M„X �K„ Ratio M„y Wny Ratio No. ft kip-ft kip-ft M. kip-ft kip-ft M„y Wm ^y L1 100-80(l) TP6x6x0.5 11.19 85.31 0.131 0.00 85.31 0.000 L2 80-40.75(2) TP32.516x26.63x0.2188 162.50 931.98 0.174 0.00 931.98 0.000 L3 40.75-0(3) TP38.19x31.44110.25 530.21 1498.78 0.354 0.00 1498.78 0.000 tnxTower Report-version 8.1.1.0 � 1 October 08, 2021 100 Ft Monopole Tower Structural Analysis CC/BU No 825717 Project Number 37521-1272.001.7805, Order 548933, Revision 1 Page 17 Pole Shear Design Data Section Elevation Size Actual IVa Ratio Actual �T„ Ratio No. ft V. K V. T. kip-ft T„ K �V„ kip-ft �Ta L1 100-80(1) TP6x6x0.5 0.84 174.95 0.005 0.00 84.60 0.000 L2 80-40.75(2) TP32.516x26.63x0.2188 6.21 385.87 0.016 0.00 1069.87 0.000 L3 40.75-0(3) TP38.19x31.4411x0.25 10.03 528.35 0.019 0.00 1755.49 0.000 Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. ft P„ M. M„y V. T„ Stress Stress QP„ ¢M„X �Ky �V„ �T„ Ratio Ratio L1 100-80(1) 0.003 0.131 0.000 0.005 0.000 0.134 1.050 4.8.2 L2 80-40.75(2) 0.006 0.174 0.000 0.016 0.000 0.180 1.050 4.8.2 L3 40.75-0(3) 0.008 0.354 0.000 0.019 0.000 0.362 1.050 4.8.2 Section Capacity Table Section Elevation Component Size Critical P OPauow % Pass No. It Type Element K K Capacity Fail L1 100-80 Pole TP6x6x0.5 1 -1.80 612.32 12.8 Pass L2 80-40.75 Pole TP32.516x26.63x0.2188 2 -7.26 1350.54 17.2 Pass L3 40.75-0 Pole TP38.19x31.44110.25 3 -13.65 1849.23 34.5 Pass Summary Pole(1-3) 34.5 Pass RATING= 34.5 Pass tnxTower Report-version 8.1.1.0 6 � October 08, 2021 100 Ft Monopole Tower Structural Analysis CCI BU No 825717 Project Number 37521-1272.001.7805, Order 548933, Revision 1 Page 18 APPENDIX B BASE LEVEL DRAWING tnxTower Report-version 8.1.1.0 October 08, 2021 100 Ft Monopole Tower Structural Analysis CCI BU No 825717 Project Number 37521-1272.001.7805, Order 548933, Revision 1 Page 19 (PROPOSED EQUIPMENT CONFIGURATION) (1) 1-3/13" TO 75 FT LEVEL •I I /' o 011 a' I I (OTHER CONSIDERED EQUIPMENT) (12) 1-1/4"TO 85 FT LEVEL (12) 1-1/4" TO 95 FT LEVEL BUSINESS UNIT:B25717 TOWER ID:C_BASELEVEL, �I i 'S tnxTower Report-version 8.1.1.0 c 1 October 08, 2021 100 Ft Monopole Tower Structural Analysis CCI BU No 825717 Project Number 37521-1272.001.7805, Order 548933, Revision 1 Page 20 APPENDIX C ADDITIONAL CALCULATIONS tnxTower Report-version 8.1.1.0 A Monopole Base Plate Connection CROWN OC CASTLE BU# 825717Site Name MATTITUCK Order# 548933 Rev.1 Analysis Considerations TIA-222 Revision H Grout Considered: No lar(in)l 2.375 Applied Load% Moment(kip-ft) 530.21 Axial Force(kips) 13.65 Shear Force(kips) 10.03 "TIA-222-H Section 15.5 Applied O Anchor Rod Data Anchor Rod Summary (units of kips,kip-in) (4)2-1/4"0 bolts(A615-75 N;Fy=75 ksi,Fu=100 ksi)on 44"BC Pu_c=147.86 (�Pn_c=268.39 Stress Rating Vu=2.51 4)Vn=120.77 55.4°x6 Base Plate Data Mu=3.87 (�Mn=128.14 Pass 43"OD x 1.75"Plate(A572-55;Fy=55 ksi,Fu=70 ksi) Base Plate Summary Stiffener Data Max Stress(ksi): 25.67 (Flexural) N/A Allowable Stress(ksi): 49.5 Stress Rating: 49.4% Pass Pole Data 38.19"x 0.25"18-sided pole(A607-65;Fy=65 ksi,Fu=80 ksi) CClplate-Version 4.1.2 Analysis Date:10/8/2021 Drilled Pier Foundation CROWN BU#: 825717 CASTLE Site Name: MATTITUCK C Number: 548933 Rev.1 TIA-222 Revison: H Check Limitation Tower Type: Monopole Apply TIA-222-H Section 15.5: N/A AppliedAdditional Longitudinal Rebar Loads Soil Lateral Check Compression Uplift Input Effective Depths(else Actual): Comp. Uplift D,(ft from TOC) 5.74 Shear Design Options Moment(kip-ft)l 530.211 Soil Safety Factorl 2.97 11 Check Shear along Depth of Pier: Axial Force(kips)l(kips)l13.651 Max Moment(kip-ft)1 583.18 1 Utilize Shear-Friction lvlethodology� Li Shear Force kis 10.021 Rating*1 42.6% 1 Override Critical De th Soil vertical Check Compression Uplift Go to Soil Calculations Material Properties ore nae Y Skin Friction(kips) 108.85 Concrete Stren th,fc 3 ksi ks, End Bearing(kips) 84.82 Rebar Strength,Fy: 60 ksi Weight of Concrete(kips) 67.89 Tie Yield Strength,F t: 401 ksi I Total Capacity(kips) 193.68 Axial(kips) 81.54 Pier Design Data Rebar&Pier QZJM5 Rating* 40.1% - Depth 17 ft Reinforced Concrete Flexure Compression Uplift Ext.Above Grade 0.5 ft embedded Pole Innu s Critical Depth(ft from TOC) 5.73 Pier Section 1 Belled Perinouts Critical Moment(kip-ft) 583.18 From 0.5'above grade to 17'below grade Critical Moment Capacity 3306.75 - Pier Diameter 6 ft Rating* 16.8% Rebar Quantity 16 Reinforced Concrete Shear Compression Uplift Rebar Size 11 Critical Depth(ft from TOC) 12.50 Clear Cover to Ties 4 in Critical Shear(kip) 101.10 Tie Size 5 Critical Shear Capacity 443.71 Tie Spacing 18 in Rating* 21.7% Structural Foundation Rating*1 21.7% Soil Interaction Rating*1 42.6% Rating per TIA-222-H Section 15.5 Groundwater Depth 7 #of Layers 3 Angle of Calculated Calculated Ultimate Skin Ultimate Skin Ult.Gross Top Thickness Y:vii Yco—Me Cohesion Ultimate Skin Ultimate Skin Friction CompBearing SPT Blow Layer Bottom(ft) Friction Friction Uplift Soil Type (ft) (ft) (pcf) (pcf) (ksf) Friction Comp Friction Uplift Override Capacity Count (degrees) (ksf) (ksf) (ksf) Override(ksf) (ksf) 1 0 4.167 4.167 110 150 0 0 0.000 0.000 Cohesionless 2 4.167 7 2.833 110 150 30 0.000 0.000 0.60 0.60 Cohesionless 31 71 171 101 47.61 87.61 1 301 0.0001 0.0001 0.601 0.601 41 1 Cohesionless Version 5.0.3 CCI Flagpole Tool CROWN Site Data CASTLE - BU#: 825717 Site Name: MATTITUCK Order#: 548933 Rev.1 Code Code: TIA-222-H Ice Thickness: 1 in SPINE Windspeed(V): 128 mph Ice Wind Speed(V): 50 mph ./ I STIFFENER f� (TYP) Exposure Category: C �_ _ FLANGE BOLT HOLES(TYP) Topographic Feature: N/A t� + �f Risk Category: II ` I A/ Tower Information FLANGE PLATE J/ Total Tower Height: 100 ft Base Tower Height: 80 ft FLANGE PLATE Total Canister Length: 20 ft (TYPE 4:SOLIOrTY RATIO 0.55) Number of Canister Assembly Sections: 2 Mating Mating Canister Canister Flange Flange Plate Canister Canister Section Number of Sides plate Solidity Vent Assembly Assembly Plate Plate Weight Weight Number*: Canister Section Type: Ratio Length(ft): Length(ft): Diameter(in): Thickness Diameter (Kip): (Kip) **. (in): 1 10 1 25.625 1 Round 1 4 0.50 25.625 1 0.55 1 0.080 1 0.134 1 0-0 2 10 1 26.625 Round 1 4 2.50 26.625 0.55 1 0.434 1 0.139 0-0 *Sections are numbered from the top of the tower down Mating Flange Plate Thickness at the bottom of canister section Flag on Tower: No Truck Ball on Tower: No Geometry:Base Tower +Spine 37521-1272.001.7805 w Concealment.eri (lost saved 10/08 9:48 am) op bottom Wall Pole Height Above Section Lap Splice Diameter Diameter Thickness Bend Pole Base(ft) Length(ft) Length(ft) Number of Sides (in) (in) (in) Radius(in) Material Delete ASTM A513 100 20 0 0 6 6 0.5 n/a D.O.M. [x] 80 39.25 4.25 18 1 26.63 1 32.516 10.2188 0.8752 A607-65 [X] 45 45 0 18 31.441062 38.19 0.25 1 A607-65 [X] Discrete Loads:CFAF for Canister Assembly Page 1 of 2 CCIFlagpole Tool(2.2.2) Canister Apply CFAF at Canister Assembly Canister Loading Elevation(z) CFAF CFAF Z CFAF CFA, CFAF z Assembly Weight (ft) No Ice(ft') 1/2"Ice(ft ) 1"Ice(ftZ) 2"Ice(ftz) 4"Ice(ft ) Weight No 1/2"Ice Ice(Kip) Ki Canister Load 1 100 4.805 12.203 12.661 13.578 15.411 0.067 0.147 Canister Load 2 90 9.797 24.865 25.781 27.615 31.281 0.217 0.380 Canister Load 3 80 4.992 12.661 13.120 14.036 15.870 0.504 0.587 Deflection Check Required: Yes Import Deflection Results 3%Spine Deflection Check Allowable(3%)Horizontal Spine Actual Sufficient/Insufficient Deflection(inches) Deflection :+* 7.200 1.632 Sufficient Relative deflection under service level wind speed Page 2 of 2 CCIFlagpole Tool(2.2.2) OFPAUL J. FORD Job Number: !37527-1272.001.7805 Engineer: JAD & COMPANY Date: MattiIM12021 Site Name:Manituck 250 E Broad St,Ste 600 a Columbus,OH 43215 Site Number:E25717 Phone 614.221.6679 www.pouliford.corn WO Number: 2024795 Order Number: 540933 Rev 1 D CopyngM 2021 by Paul J.Fad 8 Canpwy.all:hbi resenetl. CONCEALMENTSTEALTH FLANGE • :1 General >5 Flange Elevation:*No O Layout Calculation Type: (Bassa m edsmg bolt circle) Connection Type: y Code Revision: Bolt Threads Excluded From Shear Plane: Consider Seismic Loads: Flange Connection Reactions //J� Moment. 11.1• kipR O / 1 a o Shear: 0.84 kip \\\JIl Axial. 1.80 kip Member Componet Definitions Y, Spine Information �Use Design 7ni11,1e1 Member ///��� Spine Type: M6"X 0.8 M(DOM) O D 0 Specification] 8"■a.•" DtlM or_e,riae: Grade(Fy): 75 ksi 78.00 Ultimate Strength(F,): 90 ksi 8800 Outside Diameter: 6.000 in O Thickness: 0.500 in a:�k To updne Weld To Flange Weld Type' La ;cnamrerenu.0 Q Weld Capacity Evaluation Methotlology. C•Mrolll le'ateedl -t Electrode: E80 Upper Weld Si- 211 in Lower Weld Sae' 314in Stiffener Information Member Quantity Per Spoke: L:41 Width:Height: Thickness: Flange Connection Capacity Results 12.1% Pass Upper Toe Height: Lower Tow Height: Spine Wall Tearout/Punching Shear NIA Notch: in Apdiec Load.- Grade(Fy): ksi C.-ty- UltimateStrength(F): ksi Weld Concealment Flange Bending-Shear 12.1%Pass EBC4Gde: Bending. ApplCa Iryies 246Leap 31..291009kp-i� . i Horizontal Fillet Wel'Sae: in po nayel yir. Vertical Fillet Weld Size: in oo spmei She Applies Low'.4A7 kip C-ly,23625 k:p Bolt Information Bolt Tension-Shear Checks 6.2%Pass Bolt Spec lL hti . A1'2• Applies Low:4.47 kip Tension: Capac:ly 69.67 kip Diameter. 1 118 Bolt Circle: 20.000 App6w Loul 0.14 kip Quantity per Sp oke: 1 I<eme.n o,spoke! Sneer. Capaary.44.73 Mp Concealment Flange Plate Information Concealment Flange Welds 12.1%Pas. Stiffener To Flange(Horizontal): Apel-- OutsideDiameter 28,780 in IUi�pm:e wamrtn:x3 oao•1 Ca ly- Plate Thickness: 2.800 Appllea Low.- Spoke Quantity. • Stiffener To Spine(Vertical): capeary- Spoke Width: 2.800 in Applies saesc.4.e5 kiyn Flange To Spine: capacity:we uP4n Grade(Fy): 80 ksi Base Pole/Flange Information Base Pole Connection 7A%Pa.. Pole Base Flange Diameter: 28.83 Appkw Low:14.77 kp-m Thickness: 0.22 in Bantling: ci-,246.09 kip;n Flange 0vn9si shear: Applies Loan: up Capaary:262 262.SC kp -Thickness: 2.50 in Base Flange To Pole Weld: 'Spoke Width: 3-50 in Applies Low:4.77 kip 'Gratle(F,): 50 ksi Ce ty'sl.71 up •Defap4s T.conoeelmare Flange Vie,- Concealment Flange Bending-Shear Controls We/d T e ar•aW Notes: 1 Results have been nam.a¢ed by diviCinq by 1.05. 2.Spine I,r-0ut check no applicable when stiff r are not presont. Electrode.- E80 3.Tire upper aw Icwer Ice naghts are unknonn arra so nenservativdy assumed:o be 0-. Weld Sae: 114 in 4.Tension contras boll capacity. -Weld Length: 13.71 5.Max sWfener width based on required bee clearance in mabon to mating bol arcle)per AISC 15th Ea.Table 7-15. 6.Min plate diameter bash on min bolt edge distance(in relation to a dsting bdl circle)pal AISC 15th Ed.Table J3.4. •Trdulary kngM slpok ID os-,number of spokes t-Seurte:GITGWEBk125 Crewe C ie 21 52212 425211 urea-o-1'n2 krpAUbA*A.4u 37521-1272.001.7805 Stealth Flange Analysis v2S-10/8/2021 1 E ASCE 7 Hazards Report AMERICAN SOCIETY OF CML ENGINEERS Address: Standard: ASCE/SEI 7-16 Elevation: 7.46 ft(NAVD 88) No Address at This Risk Category: II Latitude: 40.991067 Location Soil Class: D - Default(see Longitude: -72.538317 Section 11.4.3) mce hwn 10 Pa+ • tr :• o%i r 4`� •ti ' ,r f�r e► Ase / ,p �.- ...nwlh„ 0 4y4 • i �:• i h�.' arRl � n &InIR {.�• 1• .•i •• • 1 , •�•• 4R+q N1 t•y.�• � �•. � � yR' 114:, LIM CCC I,n hhM �• •i� •••' •• •I )t •• II � •�� -'�� I 1 I.nra. I�I•I Na dF�, •M • 1 o LJU-„�. �,. - fawn ol,.. 1J ;��!� • I n�in�a. - A69tNulnylun „cum»rr:in a~��•-.___• «_—' +' d�3 ►=M 13 ilanl NrNaie I,r... Wind Results: Wind Speed: 128 Vmph 10-year MRI 76 Vmph 25-year MRI 87 Vmph 50-year MRI 98 Vmph 100-year MRI 105 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1—CC.2-4, and Section 26.5.2 Date Accessed: Wed Oct 06 2021 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability= 0.00143, MRI = 700 years). Site is in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Glazed openings need not be protected against wind-borne debris. https:Hasce7hazardtool.online/ Page 1 of 3 Wed Oct 06 2021 . r E AMERICAN SOCIETY OF CML FNGINFFRS Seismic Site Soil Class: D- Default(see Section 11.4.3) Results: SS 0.174 SD1 0.079 S, 0.049 TL 6 Fa 1.6 PGA : 0.094 F� 2.4 PGA m : 0.151 SMS : 0.278 FPGA 1.6 SM, 0.118 le : 1 SDS 0.185 Cv 0.7 Seismic Design Category B 0.30 MCER Response Spectrum 0.20 Design Response Spectrum 0.18 0.25 i 0.16 r I • • 0 0.14 .20 I I • 1 0.12 015 0.10 i 0. I 0 10 080.06 005 0,04 0.02 0 0 0 1 2 3 4 5 6 7 0 1 2 3 4 5 6 7 Sa(g)vs T(s) Sa(9)vs T(s) 016 one MCER Vertical Response Spectrum 011 Design Vertical Response Spectrum 0.10 ~♦ 0.14 •ww••� •w•w• ♦ 0 09 0.12 ♦ 0.08 • • 0.10 • 0.07 • 0.08 •• 0.06 • • 0.06 +ww•• 005 •♦• 004 ++++•ww♦+•♦ww++w++•• 0 03 ••+w• • ww+w♦++ 0.02 002 ♦♦w•ww+•+• 0 0.5 Sa(9)vs T(S)1.0 1.5 2.0 0 S 10 1.5 2.0 a(9)vs T(s) Data Accessed: Wed Oct 06 2021 Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-16 and ASCE/SEI 7-16 Table 1.5-2. Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-16 Ch. 21 are available from USGS. https://asce7hazardtool.online/ Page 2 of 3 Wed Oct 06 2021 1 � � ASCE AMERICAN SOCIETY OF CML ENGINEERS Ice Results: Ice Thickness: 1.00 in. Concurrent Temperature: 15 F Gust Speed: 50 mph Data Source: Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Date Accessed: Wed Oct 06 2021 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. The ASCE 7 Hazard Tool is provided for your convenience,for informational purposes only,and is provided"as is"and without warranties of any kind.The location data included herein has been obtained from information developed,produced,and maintained by third parry providers; or has been extrapolated from maps incorporated in the ASCE 7 standard.While ASCE has made every effort to use data obtained from reliable sources or methodologies,ASCE does not make any representations or warranties as to the accuracy,completeness,reliability, currency,or quality of any data provided herein.Any third-party links provided by this Tool should not be construed as an endorsement,_ affiliation,relationship,or sponsorship of such third-party content by or from ASCE. ASCE does not intend,nor should anyone interpret,the results provided by this Tool to replace,the sound judgment of a competent professional,having knowledge and experience in the appropriate field(s)of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard. In using this Tool,you expressly assume all risks associated with your use.Under no circumstances shall ASCE or its officers,directors, employees,members,affiliates,or agents be liable to you or any other person for any direct,indirect,special,incidental,or consequential damages arising from or related to your use of,or reliance on,the Tool or any information obtained therein.To the fullest extent permitted by law,you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool. https://asce7hazardtool.online/ Page 3 of 3 Wed Oct 06 2021 E C E H E MAY 2 6 209 BUIL DIf�tG DEPT. TOWN O'r'SOUTHOLD Radio Frequency — Electromagnetic Energy (RF-EME) - Maximum Permissible Exposure (MPE) Study Report for Site ID: NYNYCO2131A 12585 Sound Ave. Mattituck, NY 11952 Date: January 18, 2022 Prepared by: Yosef Haile Confidential and Proprietary 0 2021 DISH WIRELESS r 0 Site Report Summary Table Is Site Compliant with FCC Rules and Regulations? Yes Is Remediation Required? No Any Other Recommendation(s)? Table of Contents SiteReport Summary Table............................................................................................................ 1 1. Introduction and the Purpose of the Report................................................................................2 2. Site Data Description.................................................................................................................. 3 3. Analysis....................................................................................................................................... 6 3.1 RoofView study on the Ground............................................................................................ 6 3.1.1 FCC MPE Limits ........................................................................................................... 6 3.1.2 FCC 5%Rule............................................................................................................... 10 3.2. Signage Location Diagram ................................................................................................ 12 4. Conclusion................................................................................................................................ 13 5. Attachments .............................................................................................................................. 14 5.1 Attachment A...................................................................................................................... 14 5.2 Attachment B...................................................................................................................... 15 1 Confidential and Proprietary 0 2021 DISH WIRELESS 0 1. Introduction and the Purpose of the Report This report addresses exposure to radio frequency electromagnetic fields in accordance with the FCC Rules and Regulations for all individuals, classified in two groups, "Occupational" and "General Public." All computer modeling and analytical methods have been performed in accordance with the FCC's Office of Engineering and Technology Bulletin 65 ("OET Bulletin 65"), Evaluating Compliance with FCC Guidelines for Human Exposure to Radio Frequency Electromagnetic Fields, Edition 97-01,published August 1997. This document specifically addresses compliance of Dish's transmitting facilities independently and in relation to all collocated transmitting facilities,which together constitute the RF environment at the site. This report contains a detailed summary of the RF environment at the site including: • Theoretical MPE based on software modeling • Some pages of the constriction drawing of the site The predictive software tool, Roof View,utilizes a cylindrical model that provides a spatially averaged power density that is calculated in one square foot increments (pixels). The composite RF fields are displayed as a percentage of the appropriate standard. Spatial-peals is the maximum RF energy, across the area of the human body(about six feet high), that an individual can be exposed to. This is considered the Full Body Peak(FBP). This level should be considered the highest level that is found in the area of interest. If during the evaluation of an area for exposure, there are no FBP exposures above the MPE being considered, the area is considered below the limits and requires no additional evaluation. Spatial-averaging: If during the evaluation of an area for potential exposure, it is determined that there are areas where peak FBP levels exceed the MPE, then spatial-averaging is required. Spatial-averaging considers the complete area of the human body in the evaluation of exposure. If there is an area that RF fields are above the applicable MPE limit, then additional vertical measurements should be taken. This is done to understand the levels between the ground level and six feet high. The average of these vertical measurements is known as the Spatial-averaged exposure,which is used to evaluate compliance with the MPE. The plots in Section 3 show the spatial average predicted power density levels in the reference plane indicated as a percentage of the General Public Limits. Please note that 100% of the General Public Limits corresponds to 20% of the Occupational Limits as shown in Section 5 Attachment A. 2 Confidential and Proprietary 0 2021 DISH WIRELESS 0 2. Site Data Description This is a monopole with three sectors and the sketch below shows the section of the monopole where the antennas are located. The data configuration for the site is also provided below. This report is based on the Final Stamped Construction Drawings Rev 0 dated (NYNYCO2131A PCD_Rev 0—Redline—CM—RF 20211221045554). i 1 I I I Dish Q Plan View Confidential and Proprietary 2021 DISH WIRELESS i , i . i'. I Dish Q Elevation View 4 Confidential and Proprietary©2021 DISH WIRELESS 0 Ant I "it) 0", toot Zalc (it) (it) (it) (ft) dB1 BWdth ON Num Name Fre{ Loss Power , Power M19 Model I x Y z I ApHt Pt Dir Flag I Ant 1A Dish 60 $00.00000 0.5 120.0 20.11,01A MX08FRO665.21 14.0 13.0 7401 6.0 11.46 65;50 ON- 2,Ant IA Disk 5GLAW5 2100.00000 0.5 320.0 320.0 14'JMA MX08FR0665-21 .0 13.0 72.0 6.0 16.36 65:50 ON- 1.01JMA MX08FROSS"i no 6.0 ?ZO to 1146 65;170 ON• .........................11............................................................,................_......_.............t�9..........600.00000! .............. .............................. ................................................................. _...................._.." ........... I............ ........... 4 Ant 28 Dish�50AWS 2100.000001 0.5 320.01 320.01JMA MX08FRO665-21 no 6.0 72.0 to 16.36 65:170 ON- 5 Ant X Dish 5G 600 600.00000 0.5 1204 t20o JMA MX09FRO66G21 7.0 13.0 72.0 to It46 65;290 0* �1010 0�999 JMA MXOOFA06615-21 7.0 no 7zo to 16.36 6&290 0* 1_1 .11-1.1- __-...... .......... ......... ....................... 7 Voibott Ant 1A COMA 850.00000 to 120.0 120.0 Amphenol cvvx063x25000 1411 110 no 0.1 14 $510 0* 0 V*wkoR Ant 1A COMA 1900,00000 to $6.0 $6.0 Amphenol CVVX063X25000 $4.0 13.0 93.0 9.1 15 65;50 0* Ant.. 2100.00000 to 120 -o�" .t ................................. ............... � t ......... 10 Verboa Ant 1A LTE 700.00000 to solo 00.0 Amphenol CVWX063X25G00 N.0 13.0 93.0 0.1 14 UP ON- 111V*flzonAnt 1B COMA 050.00000 to 12010 120.0 Amphenol CVVX063X25000 lo'o 6.0 93.0 $1 $4 65;170 ON- 121 COMA 1900.00000 to 3410 $6.0 Amphenol V. .!M Vem..Ant 18 2� _J; �nM .................. _ :! % 13'Verizon Ant 113 LTE 2100.000001 to 20,0 0.0,Amphtnol cwvx063x25000 10'0 0.0 $3,0 0.1 is 65;170 ON- '41V.m.nAnt 1B LTE 700m000 lo 0010 $0.01 Amphenol CWvx00x26G00 10.0 so $3.0 &1 14 65;170 ON- 151 Verizon Ant IC COMA L 91_ ................... If Verizon Ant IC COMA 1300.00000, to 96.0 ..0!Amphenol CVVX063X25(300 7.0 no 03.0 0.1 15 $500 ON- 17 Verizon Ant IC LTF 2100.00000 to 120.0 0 01 Amphenol cvw063x25000 7.0 1310 no 0.1 15 151110 ON- 18 Vaison Ant 1C 96590 ON• .....................700.00000.......o .. nol CVW%063X26600 0 10.0 t ....... .......... ......... ............... ................ 13 AT&T Ant 1A LTE 00.00000 0.5 110.0 50.01 Quintal Q$6658-3 14.0 13.0 41r.0 0.0 121 65;60 ON- 20 AT&T Ant 1A LTE 817 700.00000 0.$ $0.0 160,01 Quirt.1 QS6658.3 H.0 13.0 07.0 to K4 66i50 ON- 21 AT&T A t 1A LTE PCS 100,00000 015 00.0 160.01 Quintet OS6658-3 KO no Ito to 160 Koo 0* _i...I..................... ....................._.............. ............. ..........................__4................... ...................... .............................__............................._:..' 1.11 11.1.1 "1.........._1_11 U AT&T Ant 1A LTE 814 ?W00000 0.5 00.0 160.01 Quintet QS6656.3 Wo 1310 01.0 to 11.4 65;50 m AT&T Ant JA UMTS 950.00000 to som 80.0!Quintal QS6659_3 Wo no 07.0 to ns stso ON- 24 AT&T Aat 1A LTE WC$ 2300.0 0.5 no 87.0 6.0 If $5.50 !?O.P'gu ntel 066668-3 14.0 ON- .......... ............._m_....._._......_..._... .......... 26 AT&T AM 19 LTE 160100000 as 50.0 160.01 quintal Q$6658.3 1010 to 07.0 6.0 21 95070 ON- 20 AT&T Am 0 LT9 1917 700100000 01111 0010 160 01 Wntel Q$6658-3 10.0 610 0710 to 1114 15170 ON. N -.1-IAril mm4TE.PCS m""'.11.........._A19 " ._ _. '; WMN.............. ....................... ............. R.9 ...............I! 66170 * ............... ! I— 26 AT&T Ant 18 LTE B14 100100000 0.5 Ino SO&MAntel QS6658-3 10.0 to $7.0 0.0 11.4 65070 ON- 92 AT&T Ant 10 UMTS 850.00000 1.0 00.0 80.01G.Intol OS6658-3 no 0.0 87.01 to ns 15070 Ot+ $4 AT&T Ant 18 LTH VCS 2300.0000 0.5 IKO 100�O QLOnt* QS6658-3 no o?.0 to $0,90 0* ...... .......... !................. ................... al ATiT AM 1C LT[ 150.00000 ii- _jK_0' QS6658.3 7.0 Ito 87.0 8.0 2.7 65;290 m U AT&T Ant IC LTE 917 700.00000 0.5 solo 160.0 Quintel QS8658.3 7.0 Ito 67.0 to n4 60290 ON- 87 Am"IF.Ams .......... 000.00000! _11.............. ..........."P Quintal ...-.. ............. ............ n_ _11...........SPP... .......9N• 34 AT&T Amit IC LTR 914 700.00000 0.5 00.0 *0.0 Quintel QS6658-3 7.0 Mo e1.0 0.0 tt4 65100 ON- 35 AT&T Ant IC UMTS 850-00000 to solo 80.0 Quintol QS6658.3 7.0 13.0 $?,* 1.0 ItIll 65;290 ON- 10 AT&T Ant IC LT9 VCS 2 00,00000 U 100.0 loto QWntel QSG858-3 110 01P.0 Confidential and Proprietary,(-.,2021 DISH WIRELESS 0 3. Analysis Roof View®uses both `Near Field' and `Far Field' approaches to calculate the RF Energy and determines the percentages of electromagnetic exposure as defined by the aforementioned bulletin. RoofView® is Dish' approved roof top prediction software. An analysis of this site was completed to establish safe working distances for the Public utilizing guidelines set forth by the Federal Communications Commission (FCC) with regards to maximum human exposure limits; this has been accomplished by the use of predictive modeling software. The modeling predictions have been done using 100% transmitter duty cycle. This will predict a worst case scenario for safety reasons. The purpose of this study is to determine safe distances for the general public from the antenna arrays and to bring the site into FCC/OSHA compliance. The predictive software tool utilizes a cylindrical model that provides spatially averaged power density that is calculated in one square foot increments (pixels). The composite RF fields are displayed as a percentage of the appropriate standard. These are the predicted software plots of the Maximum Permissible Exposure (MPE). This site has been analyzed using the General public/uncontrolled exposure limits and Occupational/controlled exposure limits. A representation of the monopole is shown. NOTE: The plot grids are in 10 feet increments. Individual pixels are 1 foot square. 3.1 RoofView study on the Ground 3. 1. 1 FCC MPE Limits For Limits see Attachment A. Threshold definitions (see Attachment B for Signs): GREEN <= 100% of FCC Public Standards BLUE > 100%to<= 500%of FCC Public Standards YELLOW > 500%to<=5000%of FCC Public Standards RED > 5000% of FCC Public Standards The chart below shows a summary of the exposures on the ground, in one square foot increments for Public Limits MPE. The highest exposure occurs at a point directly in front of the direction of propagation of the antenna. 6 Confidential and Proprietary©2021 DISH WIRELESS i ; j =l i' Ground level exposure 7 Confidential and Proprietary©2021 DISH WIRELESS Ground level exposure with sketch overlay Confidential and Proprietary(D 2021 DISH WIRELESS 0 Statistical Summary Done 711YOMPE SQ. FT. O/oSQ. FT, Copy Data 400 100.00 % of Total ROOF Area 0 - 100.0 100.00 % of Selected Area [100.0-- 500.0,10.00 % of Selected Area 500.0 - 5,000 0.00 11/o of Selected Area > 5,000.0 0 0-001 9/o of Selected Area Roof Area 400 sq, ft. Max O/oMPE 20 % Min %MPE 0 %0 Using Near/Far Spatial Avg Model With FCC 1997 Public Standard HELP Ground level Statistical Summary 9 Confidential and Proprietary C,2021 DISH WIRELESS 0 3. 1.2 FCC 5% Rule For Limits see Attachment A. PURPLE > 5% of FCC Public Standards The chart below shows the area where Dish's signal contributions are 5% or more of the Public MPE Limit. This is as per the FCC's OET Bulletin 65,which states: "The rules adopted by the FCC specify that, in general, at multiple transmitter sites, actions necessary to bring the area into compliance with the guidelines are the shared responsibility of all licensees whose transmitters produce field strengths or power density levels at the area in question in excess of 5% of the exposure limit (in terms of power density or the square of the electric or magnetic field strength) applicable to their particular transmitter." �. Ground level exposure 10 Confidential and Proprietary 2021 DISH WIRELESS Statistical Summary Done %MPE SQ. FT. %SQ. FT, Copy Data 400 100.00 % of Total ROOF Area 395 98-75 % of Selected Area > 5.Q 5 1.25 % of Selected Area 11/o of Selected Area % of Selected Area Roof Area 400 sq. ft. Max %MPE 6.8 Min %MPE 0 %0 Using Near/Far Spatial Avg Model With FCC 1997 Public Standard HELP I Ground level Statistical Summary 11 Confidential and Proprietary(D 2021 DISH WIRELESS 0 3.2. Signage Location Diagram Ill Notice Sign ❑ Caution Sign Warning Sign Information Sign Chain Link 12 Confidential and Proprietary 0 2021 DISH WIRELESS 0 4. Conclusion The charts above show a summary of the exposures on the ground, in one square foot increments. The predicted software analysis performed with RoofView has shown that Dish transmitter equipment located on this monopole does not exceed the maximum permissible exposure levels for the FCC Public or FCC Occupational standards on the ground.This site is compliant with FCC Guidelines as designed. These results assume that the equipment uses the maximum transmitter capacity with 100% duty cycle and therefore are the worst case scenarios. Other operators' antenna locations have been included in the study to give a composite value. 13 Confidential and Proprietary c3 2021 DISH WIRELESS 0 5. Attachments 5.1 Attachment A - LIMITS FOR MAXIMUM PERMISSIBLE EXPOSURE (MPE) (A) Limits for Occupational/Controlled Exposure Frequency Electric Field Magnetic Field Power Density Averaging Time Ranqe Strength (E) Strength (li) Illl'or S (Miiz (V/m) (A/m) (mW/cml) (minutes) 0.3-3.0 614 1.63 (100)'» 6 3.030 184"2)rf 4.139.4 (900/t*)* 6 30 300 61.4 0.163 1.0 6 300-1500 f/300 6 1500 100,000 5 6 (8) Limits for General Population/Uncontrolled Exposure Frequency Electric Field I-4agnetic Field Pmver Density Averaging Time Ranqe Strength (E) Strength ;Il) (S; IEI', 111E or S (M"1z; 'V/m) Alm) (mV1/cm2) (minutes) 0.3 1.34 614 1,63 (100) 30 1.34 30 132,1!1 2.19!f (18%;f`"'- 30 30 300 27.5 0.073 0.2 30 300 1500 f/1500 30 1500 100,000 1.0 30 f = frequency in M iz•Pialle Wave equivalent po-,ver density NOTE 1: Occupational/controlled limits apply in situations in which persons are exposed as a consequence of their employment provided those persons are fully aware of the potential for exposure and can exercise control over their exposure. Limits for occupatio naircantrciRed exposure also apply in situations when an individual is transient through a location where occupatio nal,controlled limits apply provided he or she is mac m are of the potential for exposure. NOTE 2: General population/uncontrolled exposures apply in situations in which the general public may be exposed, or in which persons that are exposed as a consequence of their employment may not be fully aware of the potential for exposure or can not exercise control over their exposure. 14 Confidential and Proprietary g_,2021 DISH WIRELESS 0 5.2 Attachment B 770 NOTICE signs alert persons that they are attempting to access an area in which RF 1 exposure levels could potentially exceed the General Population/Uncontrolled MPE. C`���I, This sign must be posted in a visible area at each entrance to the site and at localized areas (in conjunction with any required barriers) when the RFE survey indicates that I exposure levels in any area of the rooftop or on the ground are equal to or exceed the 1ig"'""'""°" this po1M—y"aced 'N. n° General Po ulation/Uncontrolled MPE. elda ye►ex p pa"ral public eapo.ure I1m14 "bay a Pro"0"...d.".W,100 . M wN.Yy Ie MH a.g...re .eyNe.wMw ACAUTION CAUTION signs alert persons that they are attempting to enter an area in which RF exposure may exceed the Occupational/Controlled MPE. A)vareas This sign must be posted in a visible area at each entrance to the site and at localized (in conjunction with any required barriers) when the RFE survey indicates that exposure levels in any area of the rooftop or on the ground are equal to or exceed the say"tdINS pahh Occupational/Controlled MPE. It"*h"glt"a"y R"Ids at this she may axe*"►oe ruled for ht"w"h ""Sum For 7•• .kt%obey.a p-Wd ull- e .a.WlMllrr..M t..r.IM 1.ra 1. tr•Pr..r"MHM..H..O.• AWARNING WARNING signs alert persons that they are attempting to enter an area in which the RF exposure may exceed the Occupational/Controlled MPE by a factor of 10 or greater. This sign must be posted in a visible area at each entrance to the site and at localized areas (in conjunction with any required barriers)where this level of R.yeed thla pet.tiexposure might occur. R.,11.rr.q..ccy n.ld.at thle a"e may exceed FCC rules for hwhlt" ettpo.ure. ftw—H.b.y ul...w W..aul NM WH.a..•Isr rvbl. M rNH H.M.4 .rrrll..rrr.nH.wH H..It M MMM Mlwy. : N ` ► tte y INFORMATION signs shall be posted at all INFOMATI At"d AarMAM AREMOUWED ON access points to a site. They may provide 0 IT4Clr"5oli+�ECF1i1SIr�tZMG 'KIOCIMPM TNS Is on ACCESS POINT to on contact information for any questions or 0cill Wmarin area with transmitting antennas. concerns regarding the site. This type of sign STAY U"Alplt"OF3FEET also includes a Spanish translated version. FWV IMM AMTEMMM ca hrmoHt.r w.. Sul 10; �d-z., h 15 Confidential and Proprietary C 2021 DISH WIRELESS OFFICE LOCATION: �� � MAILING ADDRESS Town Hall Annex91 014 - P.O. Box 1179 54375 State Route 25 �" a Southold,NY 11971 (cor. Main Rd.&Youngs Ave.) Telephone: 631-765-1938 Southold,NY "' www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From, Planning Department Date: June 7, 2022 Re, Check The attached check is a Consultant Escrow Fee for the project review listed below. Please deposit into B691 Deferred Revenue Account. Thank you. � Applicant/Project Tax Map Amount Check-Date/No. Name &....T1!.p..e_..mm. # _...............w.__. ...... _wM _......_............ Dish Wireless Cell Tower 141-3 $4,000 5/18/22-#308534 Modification at Amagansett $. Crown Castle—STA Lumber Property JAM 308534 CROWN CASTLE-STA PROPERTY 8000 AVALON BLVD.,SUITE 700 ; ALPHARETTA,GA 30009 32-61/1110 DATE ... _,.., w PAY [ TO THE � � u VOID AFTER 180 DAYS CHASE JPMorgan Chase Bank.N A www.Chase.com FOR A J .. „( ?.� ....... 11* 30853411• 1: 1 1 10006 14l: 464C33812P3 „,n »,�� r i ✓ v r wE J"cY1; ,,;., +�, «..,. ,'� ,�.� ,,,,,;J28Y7; .�� .� m�,< ,,,. opmf"(e ,,.., ��,,u., ,„ o ,,,,, ,., ..