3200 20TH ST T MOBILE ANTENNA 2023-10-26

T Mobile 19807 NORTH CREEK PKWY N BOTHELL,WA 98011 EXISTING EXISTING @smartlink LIGHTNING ROD LIGHTNING ROD 11232 120TH AVE NE,SUITE 204 TOP OF LIGHTNING ROD TOP OF LIGHTNING ROD KIRKLAND,WA 98033 ELEV.=153'-1 O"A.G.L ELEV.=153'-10"A.G.L TOP OF EXISTING MONOPOLE TOP OF EXISTING MONOPOLE INFINIGYELEV.=150'-11"A.G.L ELEV.=150'-11"A.G.L Q EXISTING CLEARWIRE MICROWAVE DISHES TO BE REMOVED-SEE SHEET A-4 FROM ZERO TO INFINIGY EXISTING ANTENNAS WITH the solutions are endless ASSOCIATED EQUIPMENT 2500 W.HIGGINS RD.STE.500 TO BE REMOVED-SEE ti OF EXISTING OTHER_CARRIER ANTENNAS PROPOSED T-MOBILE ANTENNAS HOFFMAN ESTATES,IL 60169 SHEET A-4 ELEV.=125'-0"A.G.LL WITH ASSOCIATED EQUIPMENT JOB NUMBER 4106-00004—C — — MOUNTED - NEW MOUNT ON I — ti OF EXISTING MW DISH MONOPOLE-SEE SHEET A-4 I ELEV.=117'-0"A.G.L ti OF EXISTING OTHER CARRIER ANTENNAS EXISTING OTHER EXISTING OTHER ELEV.=125'-0"A.G�., T MOBILE SITE: CARRIER ANTENNAS TOP OF EXISTING ANTENNAS CARRIER ANTENNAS I TOP OF PROPOSED T-MOBILE ANTENNAS SE01453A TO REMAIN(TYP.) ELEV.=115'-4"A.G. TO REMAIN(TYP.)— - I ELEV.=±119'±119'-O' A.G.L._ L CHESTNUT ST-WSDOT- OF PROPOSED_T-MOBILE ANTENNAS L OF EXISTING ANTENNAS ELEV.=±117=0"A.G�.L. SE52XC338 ELEV.=113'-0"A.G.L 4.OF EXISTING OTHER CARIER ANTENNAS I _ 4.OF EXISTING OTHER CARRIER ANTENNAS I —EL—EV-7108'-O"A.G.L� ELEV.=108'-O"A 3200 20TH ST EVERETT, WA 98201 I i SNOHOMISH COUNTY I I El n I �. I _ 4 OF EXISTING OTHER CARRIER ANTENNAS _ 4.OF EXISTING OTHER CARRIER ANTENNAS I ELEV.=125'-O"A.G.Lo ELEV.=125'-O"A.G�.L 150'-11" MONOPOLE I I I I I DRAWINGS ISSUED FOR: I EXISTING HYBRID AND I I EXISTING 150'-3" REV. DATE DRAWN DESCRIPTION QA/QC COAX TO BE REMOVED I I MONOPOLE I i 0 07/21/21 CAP 100%CONSTRUCTION ER I I 1 09/13/21 WJR CONSTRUCTION TT NOTES: REVISED • THESE DRAWINGS ARE NOT INTENDED TO BE A z °22222 WJR CONSTRUCTION TT VERIFICATION THAT THE STRUCTURE OR MOUNTS 3 05/25/22 TLT CONSTRUCTION PD EXISTING 150'-3" I ARE ADEQUATE TO SUPPORT THE PROPOSED MONOPOLE I 4 07/05/22 TLT REVI ED 100% PD I LOADING.VERIFICATION THAT THE EXISTING CONSTRUCTION I PROPOSED T-MOBILE I STRUCTURE AND MOUNTS CAN SUPPORT THE s I0/1o/2z TILT 00% AM I CABLING-SEE ANTENNA I PROPOSED LOADING SHALL BE PERFORMED BY A CONSTRUCTION SCHEDULES ON SHEET A-4 I I REGISTERED PROFESSIONAL ENGINEER PRIOR TO I CONSTRUCTION. I • INFINIGY ENGINEERING HAS NOT EVALUATED THE ADEQUACY OF THE PROPOSED PLATFORM MOUNT I I INFINIGY ENGINEERING HAS NOT EVALUATED THE elrtER J W PROPOSED PLATFORM MOUNT WITH THE _`S�Of AS QiP� PROPOSED LOADING AS SHOWN ON THESE _ C CONSTRUCTION DRAWINGS. CJ INFINIGY ENGINEERING DOES NOT TAKE c.)� �y I RESPONSIBILITY FOR THE STRUCTURAL CAPACITY — I OR COMPLIANCE OF THE PROPOSED PLATFORM I PROPOSED T-MOBILE I MOUNT UNDER THE PROPOSED LOADING PER 12/5 22 EXISTING EQUIPMENT AT I EQUIPMENT AT GROUND- LOCAL BUILDING CODES AND CITY/LOCAL 40190 I ORDINANCES. .Q� GROUND-SEE SHEET A-2 I SEE SHEET A-2 I �°r+lS'I'6R `SS,IONALE�G I I I I GRADE h € __ GRADE SHEET TITLE: ELEV.=0'-0"AGL(±80.9'AMSL) ELEV.=0'-0"AGL(±80.9'AMSL) WEST ELEVATIONS SHEET NUMBER: REVISIO 2 EXISTING WEST ELEVATION 22"x34"SCALE:3/32"=1'-0" ® 1 PROPOSED WEST ELEVATION 22"04"SCALE:3/32"=1'-0" A-3. 1 5N: 11'x17"SCALE:3164"=1'-0" 8' 4' 0' 8' 11"x17"SCALE:3164"=1'-0" 8' 4' 0' 8' THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN,AS AN INSTRUMENT OF PROFESSIONAL SERVICE,ARE THE PROPERTY OF INFINIGY ENGINEERING,PLLC AND ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING,PLLC.IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.