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TYPE C & D POST <br />1 <br />RISER POST (NO SPLICE PERMITTED) <br />7_2-5/16" STAINLESS STEEL <br />BOLTS WITH NYLON INSERT <br />LOCK NUTS PLACED IN TOP <br />AND BOTTOM HOLES. <br />4—STUB POST <br />3 5' <br />U POST SPLICE <br />LATERAL <br />BRACE <br />TYPICAL TYPE C INSTALLATION <br />STAINLESS STEEL WASHER AND NYLON WASHER <br />(T=I/32" MIN., I.D: 3/8" MAX., O.D: 7/8" MAX.) <br />SIGN PANEL <br />POST <br />REVISED: 1-7-08 <br />5/16" STAINLESS STEEL <br />BOLT WITH NYLON <br />INSERT LOCK NUT. <br />U POST MOUNTING <br />TYPE C SIGNS <br />LATERAL <br />BRACE <br />"—PANEL <br />TYPICAL TYPE D INSTALLATION <br />POST — <br />SECTION <br />H/4 <br />11/4 <br />r POST <br />NOTES: <br />1. USE 3 LB/FT STUB POSTS, RISER POSTS, STRINGERS, <br />KNEE BRACES, LATERAL BRACES AND KNEE BRACE <br />STUB POSTS. ALL SHALL CONFORM TO MN/DOT 3401. <br />2. SEE TYPE D SIGN POSTS LENGTHS AND SPACINGS, SEE <br />SIGN DATA SHEET. <br />3. TYPE D SIGN PANELS SHALL BE BOLTED TO STRINGERS <br />AT 24" MAXIMUM INTERVALS IN ACCORDANCE WITH THE <br />TYPE D STRINGER AND PANEL -JOINT DETAIL (SEE <br />STANDARD SIGNS MANUAL). <br />4. MOUNTING (PUNCH CODE) FOR TYPE C SIGN PANELS <br />SHALL BE AS INDICATED IN THE STANDARD SIGNS <br />MANUAL UNLESS OTHERWISE SPECIFIED. <br />5. ALL RISER (VERTICAL) U POSTS SHALL BE SPLICED. <br />DRIVEN STUB POSTS SHALL BE AT LEAST 7' LONG. <br />6. USE STAINLESS STEEL 5/16" BOLTS, WASHERS AND <br />NYLON INSERT LOCK NUTS AS SHOWN FOR ALL <br />GROUND MOUNTED AND OVERHEAD MOUNTED SIGNS. <br />7. STAINLESS STEEL WASHER WITH SAME DIMENSIONS <br />SHALL BE PROVIDED BETWEEN ALL NYLON WASHERS <br />AND BOLT HEADS. <br />8. BRACING STUBS SHALL BE NO MORE THAN 4" ABOVE <br />GROUND AND EMBEDDED AT LEAST 3 1/2'. <br />9. A -FRAME BRACKET SHALL BE STEEL CONFORMING TO <br />MN/DOT 3306 AND GALVANIZED IN ACCORDANCE WITH <br />MN/DOT 3394. <br />10. COLLARS SHALL BE USED TO SHIM OVERLAYS AND <br />DEMOUNTABLE LEGEND AWAY FROM PANEL WHERE <br />INTERFERENCE WITH BOLT HEADS IS ENCOUNTERED. <br />MN/DOT 3352.2A5. <br />11. 2 POST TYPE C SIGNS SHALL BE REINFORCED WITH AT <br />LEAST ONE LATERAL BRACE. INSTALLATIONS WHERE THE <br />TOTAL PANEL HEIGHT IS 60" OR MORE SHALL HAVE <br />TWO LATERAL BRACES LOCATED APPROXIMATELY AT <br />THE QUARTER POINTS. <br />12. WHERE 2 SINGLE POST TYPE C SIGNS ARE INSTALLED <br />SIDE BY SIDE, THEY SHALL BE REINFORCED LATERALLY <br />BY AT LEAST 2 BRACES, BOLTED AT EACH POST AND <br />LOCATED APPROXIMATELY AT THE QUARTER POINTS. <br />13. WHERE 3 OR MORE TYPE C SIGNS ARE INSTALLED SIDE <br />BY SIDE, THEY SHALL BE REINFORCED LATERALLY BY <br />AT LEAST 2 BRACES, BOLTED AT EACH POST AND <br />POST SECTION AND LOCATED APPROXIMATELY AT THE <br />QUARTER POINTS AS SHOWN IN MODIFIED TYPE C <br />INSTALLATION. <br />TYPE C & D SIGN <br />MODIFIED TYPE C INSTALLATION STRUCTURAL DETAILS <br />Sheet 1 of 3 <br />YOLITE STREET <br />RAMSEY, MINNESOTA Sheet No. 18 of 21 Sheets <br />