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PER MOUNT ANALYSIS COMPLETED BY TOWER <br /> ENGINEERING SOLUTIONS,DATED 06/18/21,THE <br /> 0 PROPOSED VERIZON PROPOSED MOUNT CAN ADEQUATELY SUPPORT <br /> RAD CENTER fill 15T d m THE PROPOSED LOADING. <br /> elit TOP OF EXISTING TOWER EXISTING VERIZON TOP OF EXISTING TOWEXISTING <br /> ELEV: 155' ELEV: 155ER' RAD CENTER @0154' $ e <br /> RAD CENTER 154' $ _= -= AMERICAN TOWER <br /> I Q <br /> ► Q ATC TOWER SERVICES,LLC <br /> 4,Id 3500 REGENCY PARKWAY <br /> RADTING CENTER 0 45NTENNAS .O■ RAD ER 0ING 45NTENNAS RY,NC27 <br /> CARP, E0 <br /> 'PChogPHONE:(919)468-0112 <br /> O <br /> EXISTINGVERIZON <br /> ERII EQUIPMENT 0.6 <br /> I. AiPROPOSED VERIZON EQUIPMENT in COA:3408 <br /> 0 73. <br /> 10. <br /> ►N1 COREI ONE <br /> CONSULTNG USA <br /> EXISTING CARRIER ANTENNAS RAD CENTER 0123' $ V•,i EXISTING CARRIER ANTENNAS <br /> 411RAD CENTER @ 123' $ 4515 S.MCCLINTOCK DRIVE,SUITE 217 <br /> TEMPE,AZ 85282 <br /> /'' REV. DESCRIPTION BY DATE <br /> PO' , Mst QA PRELIM REG 07/14/21 <br /> I ■ RAD nCENTER R 10 'ANTENNAS ■I � RADTCEN ER ® 1ING 07NTENNAS Op 100%CD REG 07/14/21 <br /> v14 � � A <br /> ATC SITE NUMBER: <br /> I 83067 <br /> I1 <br /> I <br /> EXISTING CARRIER ANTENNAS 0 EXISTING CARRIER ANTENNAS ATC SITE NAME: <br /> �' _ RAD CENTER B 87' ,7 RAD CENTER 0 87' $ SOUTH EVERETT <br /> VERIZON SITE NAME: <br /> WASE SOUTH EVERETT <br /> SITE ADDRESS: <br /> I 709 BUST SW <br /> I <br /> PROPOSED EVERETT,WA 98203 <br /> (1)12X24 HYBRID CABLE I SEAL: <br /> 1 <br /> EXISTING EXISTING ' +f(1) 6X12 HYBRID CABLE (1) 6X12 HYBRID CABLE : ( . ., <br /> I fr...,::>____,,,_ _, , <br /> TO REMAIN TO REMAIN TOWER:TONTE: �/. r <br /> 1. IT ISHE CONTRACTOR'S RESPONSIBILITY TO /Al., JG <br /> 1 44 <br /> CONIRM WITH THE PROJECT MANAGER THAT v Z r <br /> EXISTING THE AVE THE MOST RECENT VERSION OF THE 1 '. <br /> EXISTING I STRUCTURAL ANALYSIS BEFORE COMMENCINGV4 Oa":'' a�', <br /> 4 <br /> SELF SUPPORT TOWER SELF SUPPORT TOWER <br /> WORK. EXISTING AND PROPOSED TOWER ¢'i-L:�`- <br /> APPURTENANCES,MOUNTS,AND ANTENNAS ARE 56058 /�v� <br /> SHOWN BASED ON THE STRUCTURAL ANALYSIS. ��0 <br /> 2. WHERE APPLICABLE,ALL NEW ANTENNAS,E �' �'FGISTER�� \� <br /> IUNTS,CABLING,ETC.SHALL BE <br /> NINIPMENT,TED/SOCKED TO MATCH EXISTING EQUIPMENT +�O N A ��I <br /> IN ACCORDANCE WITH FM,JURISDICTION,AND/OR *=T=� <br /> k. 011111:1 4111111114 OTHER LOCAL REQUIREMENTS. <br /> 3. ROUTE PROPOSED CABLES ALONG SAME PATH AS <br /> EXISTING CABLES AND IN ACCORDANCE WITH <br /> STRUCTURAL ANALYSIS.WHERE POSSIBLE UTILIZE <br /> tillO 1 ).4 <br /> EXISTING CABLE SUPPORT STRUCTURES AS verizon <br /> I PROVIDED FORLA <br /> CARRIER TO ADEQUATELY SECURE <br /> CABLES,USING EITHER APPROPRIATELY SIZED <br /> STAINLESS STEEL SNAP-INS OR MOUNTING <br /> HARDWARE AND BRACKETS AS SPECIFIED BY <br /> CABLE MANUFACTURER.OTHERWISE,ATTACH DATE DRAWN: 07/14/21 <br /> li <br /> CABLES TO HORIZONTAL OR DIAGONAL TOWER ATC JOB NO: 13671799_G5 <br /> OOP' <br /> 01'�: MEMBERS USING PROPOSED STAINLESS STEEL <br /> ADAPTERS(DO NOT ATTACH TO TOWER LEG). CUSTOMER ID: WASE SOUTH EVERETT <br /> 4. TOWER ELEVATIONS ARE MEASURED FROM TOP CUSTOMER#: 102287 <br /> OF BASE PLATE TO MATCH STRUCTURAL <br /> ANALYSIS.ELEVATIONS DO NOT REFLECT TRUE <br /> ABOVE GROUND LEVEL(A.G.L.) <br /> TOWER ELEVATION <br /> I _ EXISTING TOP 0-14 <br /> i EXISTING TOP <br /> • OF BASE PLATE $ OF BASE PLATE <br /> SHEET NUMBER: REVISION: <br /> O O EXISTING TOWER ELEVATION PROPOSED TOWER ELEVATION 1 <br /> SCALE:N.T.S. SCALE:N.T.S. 2 O 1 0 <br />