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T N <br /> INTERMEDIATE BOLT HOLES _ T Mobile <br /> _ EQUALLY SPACED <br /> BOTTOM 19807 NORTH CREEK PKWY N <br /> INTERMEDIATE BOTHELL,WA 98011 <br /> BOLT HOLE SPACING <br /> DISTANCE 'A' (TYP) - DISTANCE 'B' _ DISTANCE 'B' TOP <br /> --�- o o Sao -0-- o I <br /> --0--- --o o-0-a-O-o CLI s m a rt l i n k <br /> I I <br /> J L <br /> 1 1/4" THICK PLATE <br /> LENGTH 1INFINIGY ' <br /> RP-1 DETAIL FROM ZERO TO INFINIGY <br /> C--) SCALE NOT TO SCALE the solutions are endless <br /> 2500 W.HIGGINS RD.STE.500 <br /> 6 EQUAL SPACES 03" EACH 3" HOFFMAN ESTATES,IL 60169 J <br /> 111 M T-MOBILE SITE: <br /> SE02044A <br /> BLACK WEIGHT TOTAL 0-TY OF 0-TY OF BOLT HOLES INTERMEDIATE BOEING FWY-SNO PUD- <br /> CL 7 �� ., PART NUMBER (LBS) LENGTH DISTANCE 'A' DISTANCE 'B' 1 3/16" 0 BOLT HOLES (TOP END) BOLT HOLE SPACING SE25X0526 <br /> to RP-1 967.7 35'-0" i-1" 1'-1/2" 28 7 <br /> DRILL 1 3/16" 0 HOLE (TYP) 1802 75TH ST W <br /> EVERETT,WA 98203 <br /> SNOHOMISH COUNTY <br /> C2 DETAL B (TOP) <br /> --)SCALE: NOT TO SCALE <br /> NOTES: NOTES: <br /> 1. GRIND EXISTING FILLET WELD FLUSH TO BASE PLATE 1. CLEAN EXISTING WELD FROM GALVANIZING BUILD A PLATFORM WITH WELD 160'-0"MONOPOLE <br /> & POLE FOR THE WIDTH OF THE REINFORCEMENT PLATE AT THE SAME HEIGHT OF THE EXISTING FILLET WELD (TO REDUCE THE <br /> PLUS 1/4" ON EACH SIDE (DO NOT OVER GRIND) AMOUNT OF WELD TO BUILD THE PLATFORM, IT IS ALLOWABLE TO PARTIALLY <br /> GRIND THE HEIGHT OF THE EXISTING FILLET WELD TO A 1/4" MINIMUM) DRAWINGS ISSUED FOR: <br /> 2. PERFORM CJP WELD WITH REINFORCEMENT FILLET 2. PERFORM CJP WELD WITH REINFORCING FILLET WELD USING POLE AS BACKING <br /> WELD USING POLE AS BACKING BAR BAR REV. DATE DRAWN DESCRIPTION GA/OC <br /> A 04/30/21 ROD PREUMINARY REVIEW ER <br /> B 05/21/21 EPR REV.PER COMMENTS/1A ER <br /> NEW SHAFT NEW SHAFT <br /> REINFORCEMENT 1 EXISTING REINFORCEMENT 0 ovo2/21 EPR toai CONSTRUCTION ER <br /> OPTION 1 ` MONOPOLE SHAFT \ EXISTING OPTION 2 1 <br /> ,, MONOPOLE SHAFT EXISTING <br /> O ' MONOPOLE SHAFT <br /> TC-U4G , .., \ 0 CY 1 <br /> OR <br /> TC-U4a-GF 0 <br /> , \ \ B-UOR0 <br /> a <br /> - B-U4G-GF <br /> 1/2; ` e \ A / 45 I <br /> 1 .* <br /> MCN <br /> NII <br /> /'t```��� 1 2 ,`IN <br /> J‘$P.:WA.Sy 0 <br /> /��������\—� v MCA <br /> q <br /> \ L L <br /> oTrzs t <br /> EXISTING BASE PLATE © O <br /> EXISTING BASE PLATE EXISTING BASE PLATE <br /> SHEET TITLE: <br /> TOWER <br /> C3 WELD DETAL A EXISTING WELD 4 WELD DETAL MODIFICATIONS <br /> --)SCALE: NOT TO SCALE C--)SCALE: NOT TO SCALE C--)SCALE NOT TO SCALE SHEET NUMBER: REVISION: <br /> S-4 0 <br /> 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. <br /> CITY OF EVERETT <br /> REVIEWED FOR PERMIT <br />