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1 <br /> NOTES: - <br /> 1. CONTRACTOR TO VERIFYN ALLE ANTENNAH TIP HEIGHTS DO ; AT&T <br /> NOT EXCEED BEACON BASE HEIGHT. AT&T EQUIPMENT TO BE INSTALLED <br /> MOUNT ANALYSIS NOTES: - (3) CELLNOKI X ANTENNAS <br /> (3) CELLMAX CMA-UBTULBULBHH-6517-17-21-21 ANTENNAS �•••�„��/ <br /> 1. THE DESIGN DEPICTED IN THESE DRAWINGS IS VALID - <br /> (3) NOKA 4T4R B12/14/29 370W AHLBBA RRH <br /> EXISTING AT&T EQUIPMENT TO REMAIN/-- <br /> WHEN ACCOMPANIED BY A CORRESPONDING PASSING <br /> - (3) ANTENNAS MOUNT ANALYSIS. AT&T AEQK ANTENNA CENTERLINEa":.• <br /> CROWN <br /> 2. CONSTRUCTION MANAGER / GENERAL CONTRACTOR SHALL <br /> - (12) RRH / 106' A.G.L <br /> - (3) DC6-48 60-18 BF RAYCAP SQUID REVIEW THE MOUNT ANALYSIS FOR ANY CONDITIONS PRIOR whim - AT&T LTE ANTENNA CENTERLINE_ CASTLE <br /> TO INSTALLATION. <br /> li 3. ANY REQUIRED MOUNT MODIFICATION DESIGN OR MOUNT104' A.G.L. <br /> ,.le REPLACEMENT SHALL BE APPROVED BY EOR. TJ ri," �j 1505 WEST SKE A EE WA NORTH,SURE 800 <br /> 44 <br /> • EXISTING AT&T EQUIPMENT TO BE REMOVED98109 <br /> III EXISTING AT&T EQUIPMENT TO REMAIN <br /> .� - (6) COMMSCOPE SBNHH-1D65C ANTENNAS - (3) ANTENNAS <br /> (4) ANDREW DBXCP-4545A R2M ANTENNAS �II, - (12) RRH 0 <br /> .' - (6) LGP21401 TMA'S „` - (3) DC6-48-60-18-8F RAYCAP SQUID A <br /> .. - (1) TT19-088P111-001 TMA'S �� O <br /> - (3) NOKIA 4T4R 814 160W FRBI RRH PROPOSED AT&T SECTOR FRAME MOUNTS TO BE <br /> .:.' - (3) NOKIA RRH2X4OW_7L RRH „" INSTALLED & MODIFIED PER THE MOUNT ANALYSIS. P.MARSHALL&ASSOCIATES <br /> SEE SHEET C-3 FOR DETAILS. <br /> . ��� 1.4*: <br /> ♦' <br /> 1. <br /> � � SNO5 <br /> p444 <br /> f0 <br /> t /1 \ BU #: 856390 <br /> PAINT FIELD <br /> ", J 4ii <br /> 1118 80TH STREET SOUTHWEST <br />, „,. _, '♦ \ ' EVERETT, WA 98203 <br /> , <br /> Q _., ...d. <br /> Q O <br /> _ _, <br /> O Q O N .< <br /> o EXISTING AT&T FEEDLINES w REV DATE DESCRIPTION <br /> 11 11\4„ z o 't EXISTING AT&T FEEDLINES <br /> z o (24) 7/8" COAX CABLES it ♦4 - (24) 7/8" COAX CABLES <br /> '. <br /> . (2) FIBER TRUNK = cWi „'` - (2) RJR TRUNK 0 3/16/22 FOR CONSTRUCTION <br /> 1 3 - (1) RET a z p (1) 1 4/13/23 FOR CONSTRUCTION <br /> X ♦, _ `", - 2 4/20/23 FOR CONSTRUCTION <br /> • z <br /> • N E- <br /> X <br /> 1 .. . PROPOSED AT&T (1) 18-PAIR FIBER TRUNK <br /> G o ,♦` 0 F V <br /> a cn <br /> w \z <br /> EXISTING SELF SUPPORT TOWER EXISTING SELF SUPPORT TOWER <br /> ♦, VII <br /> w 1/11 <br /> ` DESIGNED:MSW <br /> DRAWN: MSW <br /> 84i <br /> G� �r`._ '. CHECKED: PWM <br /> 11 811 <br /> 11 JOB#: <br /> ` ` -MauM <br /> 21CCAO6M-0040 <br /> U9 NUNBEi!604-106-184 <br /> 11( <br /> o 0� EXISTING & FINAL <br /> __ f -':," 4 4,0 z�-,[ E 0 ` `,,._ z i :;.�;,, $ ` ELEVATIONS <br /> EXISTING SOUTH ELEVATION FINAL SOUTH ELEVATION C■2 <br /> NOT TO SCALE NOT TO SCALE <br />