8215 BROADWAY CROWN CASTLE ANTENNA 2022-04-04

r N TIP OF ANTENNA 3/C-3 - -Mobile - - - 2/C-3 RAD CENTER = 64'-0' \ � lr'� (E) RADIOBILE EQUIPMENT TO BE RELOCATED NEW T-MOBILE ANTENNAS NEW 7-MOBILE EQUIPMENT RAP,CENTER = 62'-0" —�� (3)ANTENNAS FROM EXISTING MOUNTS (3) RADIOS R96(1;\IDP.RIVO(OD ROAD (1) HCS PENDANTS EXISTING T-MOBILE ANTENNAS EXISTING T-MOBILE ANTENNAS\. (3) TMAs PORTLAND,OR 97220 $ RAD CENTER = 62'-0" (E)T-MOBILE EQUIPMENT TO BE REMOVED $ RAD CENTER = 62'-0° • = INSTALLED ON EXISTING MOUNTS (3) RADIOS r= --. — j. TOP OF TOWER (6) TMA A TOP OF TOWER __ �� '----(E) T-MOBILE EQUIPMENT ELEV. = 60'-0" FROM EXISTING MOUNTS __ _ -- I I! 1 EXESTiNG TO MOBILE ANTENNAS / (6) RADIOS ENNAS EXISTING T-MOBILE ANTENNAS/ -- i4 (E) T-MOBILE EQUIPMENT TO REMAIN (3) RADIOS CROWN RAD CENTER = 60'-0" II (6) ANTENNAS $ (1) LARGE COVP (3) RADIOS RAD CENTER = 60'-0" INSTALLED ON EXISTING MOUNTS 0.1111:10: CASTLE (1) LARGE COVP __ III INSTALLED ON EXISTING MOUNTS I II 1505 WESTLAKE AVENUE NORTH,SUITE 800 SEATTLIE,WA 98109 I II_ - i, II B+T GRP EXISTING ANTENNAS 0 EXISTING ANTENNAS ELEV. = 49'-0" -! LEV. 49'-0" 1717 S.BOULDER lfa SUITE 300 III iI hI TULSA,OK 74119 PH:(918)587-4630 www.htgrp.com I T-MOBILE SITE NUMBER:SE01690A I I BU #: 824022 FEELY 8215 BROADWAY EVEREII,WA 98203 II EXISTING 601-0"MONOPOLE I ISSUED FOR: RI:1' DATE DRWN DESCRIP'I'Itr\ DI?S./QA I :1 6/3/21 AN PRELIMINARY REVIEW JTS - I 0 7/9/21 YXI CONSTRII(TION YSI II 8/1 I/21 LHT CONSTRUCTION A'\1 I --(E) 60'-0" MONOPOLE I• i- (E) 60'-0" MONOPOLE , - -- --- (E) T-MOBILE FEEDLINES (6) COAX CABLES (7/8") I (1) 100.-0" - NSN MID CAP HCS - I----- (E) T-MOBILE FEEDLINES TO REMAIN (6) COAX CABLES (7/8") I (1) 100'-0" - NSN MID CAP HCS ---NEW 7-MOBILE FEEDLINE (1) NOKIA - HCS 2.0 (1-1/2') .'' I MOUNT ANALYSIS NOTES: ,I- (100'-0" LONG) - �� 1. THE DESIGN DEPICTED IN THESE DRAWINGS _ ----IS VALID WHEN BY A 1,_• ON CORRESPONDINGCCOMPANIED PASSING MOUNT ANALYSIS. ?oRao H,F('r 2. CONSTRUCTION MANAGER / GENERAL ,,o SYf:• o CONTRACTOR SHALL REVIEW THE MOUNT $ r �` ANALYSIS FOR ANY CONDITIONS PRIOR TO INSTALLATION. 3. ANY REQUIRED MOUNT MODIFICATION DESIGN I I OR MOUNT REPLACEMENT SHALL BE I APPROVED BY EOR. I ` A /21 451'AMSL '"LOOK UII - CROWN CASTLE USA INC. t ° ° ° n 451' AMSL SAFETY G11MH REQUIREMENT: ::�,�,�,�,� �/�\/\�\/��\ ° j �\ \ \ COMPONETHE NTS OFF THE ECLLIIMFB CLIMBETY FACILITY SHALL BE //��/\,/\/\/\/\i\/ ° \/\/\/ \�j\/\/\. �\� �\�\� � � ° a ° ° /� � j� / IGN, NSTALLATION,DAND INSPECTION. TOWER MODIFICATION.S OF S \ /\ \ �� ° a ° ^ / / \ �/�j\ / B&T ENGINEERING, INC. !'-.\"^'-�/\�\\��\��\ //\//\/\/ / / NSTALLATEON3 S AMLNNOTOMP OMIEQUIPMENT �J��j/ j/�//� // �ij�j 3425 � <� \� / INTEGRITY OR FUNCTIONAL USE OF THE SAFETY \ ° ` _ \\� \/ Expires 12/31/21 \ \%%\��\\ ° ��/��// CLIMB OR ANY COMPONENTS OF THE CLIMBING \/�\/�\ ° /\/\/ IT IS A VIOL:1'11os:or LAW FOR ANY PERSrrN, � \ �• /-�> / / FACILITY ON THE STRUCTURE. THIS SHALL INCLUDE, \ �� <a° \��\� CNLPSS THEN':IRE ACTING UNDER THE DIRECTION � �.�� BUT NOT BE LIMITED TO: PINCHING OF THE WIREilipo OF A LICENSED PRUPILMSIONAL¢MGINEHR. ROPE, BENDING OF THE WIRE ROPE FROM ITS Tr r:11 TiR TI16 DOCUr11ENT. SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL I t- • WEAR, IMPACT TO THE ANCHORAGE POINTS IN ANY O NEW ELEVATION SHEET NUMBER: REVISION: 1 EXISTING ELEVATION WAY, OR TO IMPEDE/BLOCK ITS INTENDED USE. ANY C-2 COMPROMISED SAFES TAGGED INCLUDINGEXISTING SCALE: NOT TO SCALE CONDITIONS MUST T T LIMBO OUT ANDREPORTED 2 SCALE: NOT TO SCALE1 TO YOUR CROWN CASTLE USA INC. POC OR CALL ..., 2 THE NOC TO GENERATE A SAFETY CLIMB 4 i MAINTENANCE AND CONTRACTOR NOTICE TICKET.