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FORMATTED FOR PRINTING ON TABLOID (11 "Xl 7") SHEET SIZE <br />INSIDE <br />ENCLOSURE <br />PL 3"x Y4" x 14'-5" LONG <br />GALV. LATERAL <br />RETENTION PLATE <br />POST & FTG <br />WALL <br />OUTSIDE <br />ENCLOSURE <br />O <br />- <br />� <br />015 <br />0 <br />J <br />\ <br />r) <br />Q <br />RPVC NOISE <br />BARRIER PANEL <br />TYP. <br />2'-0" AUGERED lY<" <br />CONCRETE <br />FOOTING � D ETA I L <br />�13 1 11 : 1, _0" (POST 56A) <br />P L 3"x Y4' x 14'-5" LONG <br />GALV. LATERAL <br />RETENTION PLATE <br />W6x20 x 22'-7" <br />LONG GALV. <br />STEEL POST <br />(1) Y4 O x 1%2" LG. ASTM A307 <br />GRADE A H.D.G. FULLY <br />THREADED HEX HEAD BOLT <br />C/W (2) H.D.G. FLAT <br />WASHERS AND (1) H.D.G. HEX <br />NUT (2) BOLTS TO BE DONE AT <br />EVERY POST AND EACH SIDE <br />WHERE PANEL CONNECTS. <br />RPVC PANEL <br />H.D.G. STEEL POST <br />K`9- DETAIL <br />is 111:11-011 <br />RELEASE No: <br />No: I DATE: BY: DESCRIPTION: <br />1 1 07/28/2023 1 JMB I ISSUED FOR APPROVAL <br />POST & FTG <br />WALL <br />lY<" <br />INSIDE <br />ENCLOSURE <br />W bx20 x 22'-7" � \ <br />LONG GALV. <br />STEEL POST 2'-0" AUGERED <br />CONCRETE <br />/ ;% FOOTING <br />n I <br />P L 3" x Y4' x 14'-5" LO IV ( <br />GALV. LATERAL <br />RETENTION PLATE <br />STEEL INSERT <br />RPVC PANEL <br />r8- DETAIL <br />�13 1" : 1, _0" (POST 83A) <br />Chi <br />0 <br />0 <br />oho <br />0 <br />�o <br />0 <br />0 <br />0 <br />CUT END <br />FRONT <br />MINERAL WOOL <br />RPVC PANEL <br />61ONG STEEL INSERT TO <br />BE INSERTED ON PANELS <br />THAT ARE CUT THROUGH <br />PERFORATIONS <br />DEL <br />FINISHED END <br />PANEL TYPE 2 REINFORCEMENT DETAIL <br />111:11-011 <br />TITLE: <br />DETAILS <br />PROJECT: <br />23S0004 - DISTRIBUTION CENTER NOISE WALL <br />ZEPHYR HILLS, FL <br />w <br />V) <br />O <br />z <br />w <br />w <br />0 <br />V) <br />F- <br />N <br />POST SPACING= SEE PROFILE <br />POST AND FOOTING <br />_ POST SPACING= SEE PROFILE <br />f► 1 /1 r% 1- T.. I O F <br />'ATER <br />TYP. TOP OF FOOTING PLAN <br />1 tl = 1 1-Ott <br />POST AND FOOTING <br />C PANEL <br />-EVEL TOP OF <br />FOR PROPER <br />NRING <br />� I j <br />SLOPE TOP OF FOOTING � ��I � LEVEL TOP OF FOOTING <br />PERIMETER 2% FOR I � �� � I ON BOTH SIDES OF POST <br />WATER RUN OFF I I �'I I I AT EQUAL ELEVATIONS AS <br />SHOWN ON PROFILE DWGS. <br />J1I J USE PLASTIC SHIMS <br />IF NECESSARY <br />TYP. TOP OF FOOTING - LEVEL <br />r = V-0" <br />SCALE: <br />AS NOTED <br />IWf;1"Lm 3',I <br />JMB <br />CHECKED BY: <br />RK <br />FILE NAME: <br />23SG004-11 _21.dwg <br />DATE: <br />J U LY 28, 2023 <br />DATE OF PRINT: <br />J U LY 28, 2023 <br />DWG. NO: <br />13 <br />OF 21 <br />