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r. <br /> TOP OF LIGHTNING ROD TOP OF LIGHTNING ROD r ` <br /> diY ELEV. = 137'-O" V ELEV. = 137'-0" <br /> EXISTING T-MOBILE ANTENNAS A. (N) T-MOBILE ANTENNAS T ■ ■Mobile • • . <br /> RAD CENTER = 131'-0" _ (E) T-MOBILE EQUIPMENT TO BE REMOVED Y RAD CENTER = 131.-0" '-• (N) T-MOBILE EQUIPMENT <br /> (3) ANTENNAS III S. (6) ANTENNAS <br /> A TOP OF TOWER (3) TMA dd TOP OF TOWER (3) TMA 8960 ALDER\\'DOD R()\1) <br /> Y ELEV. = 12T-O" (1) JUNCTION BOX Y ELEV. = 12T-0" II '� (2) JUNCTION BOX <br /> ON EXISTING MOUNTS 14 �I H INSTALLED ON EXISTING MOUNTS PORTLAND,OR 97221) <br /> Ij `—(E) T-MOBILE EQUIPMENT TO REMAIN I �` <br /> (3) ANTENNAS — _ (E) T-MOBILE EQUIPMENT <br /> (3) ANTENNAS <br /> EXISTING ANTENNAS INSTALLED ON EXISTING MOUNTS EXISTING ANTENNAS i <br /> INSTALLED ON EXISTING MOUNTSa. CROWN <br /> ELEV. = 718'-O" V ELEV. = 118'-0" <br /> CASTLE <br /> 1;u;A'(ESTI.AKE AVENUE NORTH,SUITE NIT <br /> SI,ATTLE,WA 98109 <br /> .,. B+T GRP <br /> 1717• <br /> .BOULDER <br /> SUITE 300 <br /> TULSA,OK 74119 <br /> PH:j918)587-4630 <br /> www.btgrp.rom <br /> T-MO B l I.I. <br /> SITE NUMBER: SE01603A <br /> BU#: 823967 <br /> EVERETT MONOPOLE <br /> �; 6107 BERKSHIRE DR. <br /> EVERETT,WA 98203 <br /> EXISTING <br /> 127'-0"MONOPOLE <br /> II <br /> ISSUED FOR: <br /> '. REV DATE DOWN DESCRIPI I:,N DIS./Q:1 <br /> A 5/10/21 Y%I PRELIMINARY REVIEW PS <br /> 0 6/22/21 IID CONSTRUCTION Fu1' <br /> ----- - - (El 127.-0' MONOPOLE (E) 127'-0'" MONOPOLE <br /> _ (El T-MOBILE FEEDLINES TO REMAIN <br /> - (6) COAX CABLES (7/8") <br /> (E) T-MOBILE FEEDLINES TO BE REMOVED �,__�-_ (E) T-MOBILE FEEDLINES <br /> (1) NSN HIGH CAP HYBRID CABLE L� (6) COAX CABLES (7/8") <br /> MOUNT ANALYSIS NOTES: 40.10N <br /> op ON ire((6 <br /> 1. THE DESIGN DEPICTED IN THESE DRAWINGS •'R p', so <br /> IS VALID WHEN ACCOMPANIED BY A (N) T-MOBILE FEEOLINE p�e )� <br /> CORRESPONDING PASSING MOUNT ANALYSIS. (2) NOKIA - HCS 2.0 TRUNK <br /> 2. CONSTRUCTION MANAGER / GENERAL (181.-0" LONG) �` <br /> CONTRACTOR SHALL REVIEW THE MOUNT I'‘`-- V I ]O,..fc7_` <br /> ANALYSIS FOR ANY CONDITIONS PRIOR TO T E" .i <br /> ( LLATION. <br /> 3. ZANY AREQURED MOUNT MODIFICATION DESIGN '1 ION 0 /21 <br /> 1 OR MOUNT REPLACEMENT SHALL BE <br /> APPROVED BY EOR. <br /> - _ _ IA I "LOOK UP' - CROWN CASTLE USA INC. <br /> ■ : SAFETY CI IMB REQUIREMENT: �����,,3 <br /> THE INTEGRITY OF THE SAFETY CLIMB AND ALL <br /> -- COMPONENTS OF THE CLIMBING FACILITY SHALL BE ---- <br /> 430' AMSL CONSIDERED DURING ALL STAGES OF DESIGN, 430' AMSL B&T ENGINEERING, INC. <br /> INSTALLATION, AND INSPECTION. TOWER MODIFICATION. <br /> MOUNT REINFORCEMENTS, AND/OR EQUIPMENT _ 3425 <br /> INSTALLA-�- /�\/\/\ \/\/\/ \ \/\/ \/ /\ INTEGRITY OR FUNCLL NOT TIONAL ZONAL USE OOMISE HE SAAFETY \f\\�\//�\/���//\\/\ ,j\\ii\%/\\ij%j�j\\ij\�j\\' -- Expires 12/31/21 <br /> \\�\/��\�yT\/ � �h/ j�/\�/ CLIMB OR ANY COMPONENTS OF THE CLIMBING //,/j/// /�/�� \�\/\/ /\/ / <br /> \ \/\ \ \, \ \ \ <br /> \\\\%\\\/\ ,\/\/> T/ / FACILITY ON THE STRUCTURE. THIS SHALL INCLUDE, \.�\ /\� f%\\/�T \ 19 IS A VIOLATION OF LAW FOR ANY PERSON. <br /> /Y//\/1 r�/"\\,/\/ BUT NOT BE LIMITED TO: PINCHING OF THE WIRE \\\\\/< ;i /\f\\ I\LP.SS'1'k11iY ARE ACTING UNDER Ti U1R TOIL:�\ <br /> / 0.,/// ROPE, BENDING OF THE WIRE ROPE FROM ITS �//%/\' _.� /\\\�/ ,E A LICENSED PROFESSIONAL ENGINEER, <br /> SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY / TO ALTER THIS DOCUMENT. <br /> TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL • <br /> EXISTING ELEVATION WEAR, IMPACT TO THE ANCHORAGE POINTS IN ANY O NEW ELEVATION SHEET NUMBER: REVISION: <br /> Q <br /> WAY, OR TO IMPEDE/BLOCK ITS INTENDED USE. ANY <br /> COMPROMISED SAFETY CLIMB, INCLUDING EXISTING <br /> SCALE: NOT TO SCALE 0 <br /> CONDITIONS MUST BE TAGGED OUT AND REPORTED SCALE: NOT TO SCALE <br /> TO YOUR CROWN CASTLE USA INC. OR CALL II2....2 <br /> THE NOC TO GENERATE A SAFETY CLIMB <br /> ,MAINTENANCE AND CONTRACTOR NOTICE TICKET. <br />