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0 <br />FIG. 1 <br />d Length, width and depth may vary up to 3 % - all <br />dimensions are to outside edge of coping, measured <br />TYPICAL CANTILEVER CONCRETE DECK from parallel lines. <br />6"X6," - W1.4 X W1.4 <br />T MIN WIRE MESH OR <br />REBAR NO. 3, ON 2' O.C. <br />9 EACH WAY. <br />SLOPED 1/4"=1' <br />.a <br />12" A " — — . 10" <br />1- <br />1/4" GALVANIZED <br />10" _�' CHAIN FOR CLAY <br />3" THICK COMPACTED (ADOBE) <br />solL ONLY. FIG. 2 <br />- SAND (TYPICAL) <br />4" MIN. THICK COMPACTED CONCRETE DECK <br />—rr (ADOBE) SOIL ONLY. GRAVEL FOR CLAY BRICK OR NATURAL WITH BRICK OR STONE <br />f <br />SAND OR 1/2" CLEAN GRAVEL STONE DECK 6"X6" - W1.4 X W1.4 <br />WIRE MESH OR <br />FIBERGLASS 3' MIN. REBAR NO. 3, ON 2' O.C. <br />6" +^- POOL SHELL EACH WAY. <br />SLO ED 1/4"=1' <br />4` 6 <br />I I� <br />12 M1 � 10„ <br />,III-1 I 1=1 <br />_ I I-111_I I <br />_ I FOR CLAY <br />10" III- 1/4" GALVANIZED (ADOBE) <br />CHAIN SOIL ONLY. <br />I (- 3" THICK COMPACTED <br />SAND (TYPICAL) <br />FIG. 3 I I� 4" MIN. THICK COMPACTED <br />GRAVEL FOR CLAY <br />TYPICAL BOND BEAM I: (ADOBE) SOIL ONLY, <br />CONSTRUCTION SAND OR 1/2" CLEAN GRAVEL <br />—� 6" �— FIBERGLASS <br />BRICK, FILLED BLOCK, 3' MIN. POOL SHELL <br />OR POURED CONCRETE g" <br />BACKFILLED DIRT <br />MAXIMUM x \// REBAR NO. 4, ON 2' O.C. <br />$ EACH WAY. <br />24" ;I <br />-- --4x <br />x -X=—X _— FIG.4 <br />12" III= 10" TYPICAL ABOVE GROUND INSTALLATION <br />I I i I —III —I Seal: <br />T-- <br />3" THICK COMPACTED <br />1 I II I r SAND (TYPICAL) <br />4" MIN. THICK COMPACTED MAXIMUM�� A� <br />> � GRAVEL FOR CLAY 19 1/2" OPTIONAL <br />LL (ADOBE) SOIL ONLY. MOUND DIRT <br />z I SAND OR 1/2" CLEAN GRAVEL / WOOD DECK ��Csfr <br />/ AROUND POOL '`� �. �� , <br />/\\ APPROX.6" <br />st <br />OIIIII IFIBERGLASS <br />6 IIItILU HELL ate' <br />a <br />1=11I ' 0- <br />A^2828, sq,e <br />E <br />FL <br />r� <br />7 <br />� <br />W <br />I- <br />0 <br />z <br />C <br />r <br />® co <br />� � <br />� N <br />q®®®p@►q, <br />M <br />4 <br />u7 <br />-1--i <br />cf) � <br />00 <br />W <br />�oC-,mCO <br />"'T <br />L- ro <br />M j� <br />X <br />M <br />c� <br />CO <br />'6 9l <br />Z g <br />u7 co <br />co <br />Cco <br />,gyp C (� <br />�, p � `n <br />I-- <br />'t i� <br />m <br />®® <br />� <br />� z <br />® <br />< <br />f a <br />C <br />00 <br />®�>EL <br />ao d <br />® <br />XQL- <br />C <br />0 <br />CU <br />to <br />c <br />E -L <br />t <br />U <br />N <br />� <br />U <br />ICU <br />Page <br />Of <br />� o, <br />