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I <br /> I <br /> I <br /> 2 1/4" OD SQ <br /> I -- <br /> /- -,1 <br /> I to <br /> I <br /> -owl <br /> 1/8" WALL THICKNESS <br /> to � <br /> I '��O <br /> Q <br /> / 3/4" DIA <br /> cn / <br /> 5/8" c0 4110 <br /> I � C <br /> I <br /> o i i <br /> o; i I _ <br /> o I"" 7" SQ 1 <br /> N <br /> I CNIcs1 STEEL BASE PLATE SECTION <br /> I LF- <br /> LL <br /> 3 <br /> m <br /> I NOTES <br /> Z <br /> 1. ANCHOR MUST NOT PROTRUDE MORE THAN 4" ABOVE THE NUT. <br /> v 2. SHALL USE (4) 3/8" X 2 1/4"" (MIN) STAINLESS STEEL ANCHORS. <br /> E: <br /> a 3. STEEL BASE PLATE MUST BE PRIMED WITH "RUSTOLEUM" OR APPROVED EQUIVALENT <br /> I ° AND PAINTED WITH TWO COATS OF ALUMINUM HOT DIPPED GALVANIZED OR POWDER <br /> v COATED TO PREVENT RUSTING, ALL SURFACES. <br /> ° 4. SEE WSDOT STANDARD PLAN # 621B FOR REFERENCE. <br /> �- 5. ALL NEW SIGN INSTALLATIONS SHALL USE 2" SQUARE TUBE POSTS. ROUND POSTS MAY <br /> BE USED AT EXISTING LOCATIONS ONLY. <br /> C.' <br /> IC <br /> cm <br /> N <br /> Q1 <br /> ,� CITY OF EVERETT TRAFFIC SIGN 11-21-2013 <br /> Dc te. <br /> v �` 'I PUBLIC WORKS INSTALLATION <br /> , <br /> EVERETT DEPARTMENT (SHEET 2 OF 4) 1 71 6 <br /> OE Std Ewa: <br />