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FACE TO BE NATURAL <br />LIMESTONE PATTERN <br />1.5 INCH RELIEF WITH WAVE <br />#1 OR SHELLS PATTERN <br />u <br />u <br />1 INCH PROTRUSION WITH 4" WIDE <br />PLANK RUSTIC WOOD PATTERN <br />2 INCH WIDE X 1 INCH DEEP CLOUD <br />OUTLINE WITH CHAMFERED EDGES <br />FACE TO BE NATURAL <br />LIGHT SANDBLAST FINISH LIMESTONE PATTERN <br />__ __ __ __ __ __ __ E __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ - I <br />PLAY AREA RETAINING WALL - ELEVATION VIEW (INTERIOR FACE <br />CUSTOM FORMLINER NOTE: <br />WHEN ARCHITECTURAL CONCRETE TEXTURE IS DESIGNATED, CONCRETE SURFACES SHALL BE FORMED USING A FORM LINING <br />SYSTEM MADE OF HIGH -STRENGTH URETHANE ELASTOMER MATERIALS CAPABLE OF WITHSTANDING ANTICIPATED CONCRETE POUR <br />PRESSURES WITHOUT LEAKAGE OR CAUSING PHYSICAL DEFECTS. FORM LINERS SHALL ATTACH EASILY TO FORMS AND BE <br />REMOVABLE WITHOUT CAUSING CONCRETE SURFACE DAMAGE. THE LINERS SHALL BE DESIGNED TO FORM SURFACES CONFORMING <br />TO THE DESIGN INTENT INCLUDING THE SHAPE, LINES AND DIMENSIONS DESCRIBED HEREIN AND IN THE PLANS. MATCH PATTERN <br />FEATURES AT FORM LINER JOINTS TO MINIMIZE VISIBLE PATTERN REPEATS AND MAKE THE FORMED CONCRETE SURFACE APPEAR <br />UNIFORM AND CONTINUOUS WITHOUT VISIBLE SEAMS AND FORM MARKS. WHEN JOINTS ARE UNAVOIDABLE, MAKE JOINTS ALONG <br />MAIN FEATURES OF THE PATTERN. CONCRETE SURFACE TO RECEIVE ANTI -GRAFFITI COATING. <br />IF THE CONCRETE PIER IS WIDER/LONGER THAN 30'-0" THERE WILL BE A VERTICAL CONSTRUCTION JOINT NEEDED. <br />THE CONCRETE ARCHITECTURAL CONCRETE TEXTURE (FORMLINER PATTERN) WILL BE BASED ON ARTWORK TO BE PROVIDED TO THE <br />CONTRACTOR IN AN ELECTRONIC FORMAT. TEXTURES, DEPTHS AND PROJECTIONS ARE AS IDENTIFIED IN THE PLAN DETAILS. <br />CONTRACTOR SHALL SUBMIT A 12" X 12" CONCRETE SAMPLE OF EACH TYPE OF SPECIALTY FORM LINER FINISH TO THE ENGINEER FOR <br />REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. <br />wsb <br />WSB PROJECT NO.: <br />016969-000 <br />SCALE: <br />AS SHOWN <br />PLAN BY: <br />SN <br />U) <br />z <br />_O <br />\) <br />W <br />ry <br />z <br />0 <br />rr <br />0 <br />cn <br />w <br />0 <br />I <br />z <br />O } <br />F_75 <br />Lu <br />U_ w _ <br />`L❑� <br />zQ� <br />w�❑w <br />d Q ❑ <br />Z OQ Q <br />w <br />Q :E — U O <br />J <br />Cnm2~Z <br />_ 0 U Z <br />Z <br />Q <br />= w Z Lu a 0 <br />} a O Q Lu <br />U <br />pz Q 5; ❑ <br />w�wQw <br />d J = <br />U 0� ❑ <br />>-OU/)w <br />m w � O <br />wwUZU) <br />Lu <br />_ Q� (If U Q <br />O ❑ J J <br />z <br />Lu <br />III <br />75 <br />J <br />Lu <br />Lu <br />0 <br />Lu U <br />0� Lu <br />� 3 <br />�O <br />U) <br />z <br />O <br />J <br />O <br />D <br />2 <br />DESIGN BY: <br />CA <br />CHECK BY: <br />CA <br />z <br />75 <br />O <br />(D <br />D <br />LL <br />O <br />DETAILS <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />w <br />H <br />Q <br />PLAY AREA RETAINING WALL - TYPICAL CROSS SECTION DETAIL <br />L7.18 <br />PLAY AREA RETAINING WALL - ELEVATION VIEW ENLARGEMENT DETAIL <br />C.P <br />016969-000 <br />SHEET <br />L7.18 <br />