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97'-9" <br /> 25'-l" 25'-10" 11'-0" 35-10" <br /> CIL C/L C/L C/L C/L <br /> 12'-0" 13'-l" 2'-11" 1'-0" 9'-0" 9'-0" 1'-0" 2'-11" 2'-11" 1'-3" 12'-6" 1'-3" 1'-3" 8'8" 3'-10" 1'-3" 2'-11" <br /> C/J 24"x 24"x 18"thick(min) C/J C/J C/J C/L C/J C/J <br /> concrete post footing with i <br /> N (2)#4 rebar each way C/J N N N <br /> F (typ.trellis area) r C/J <br /> C/L (mix 18" <br /> (min.18" o C/L 30"x 30"(min. 30"x 30"(min. 30"x 30"(min. <br /> depth) _ C/Lg, I 18"depth) 18"depth) 18"depth) I M C/L <br /> o C/J L— C/J C/J C/J <br /> C/J C/J C/J C/J C/J <br /> CO I I <br /> I I <br /> V I I <br /> � � C/J CIJ <br /> C/J C/JC/J C/J C/J 6' <br /> cD I I Cl) M <br /> 'C/J <br /> I I <br /> —� <br /> C/J i C/J C/J C/J C/J C/J C/J C/J C/J <br /> I I <br /> Thicken slab to 10"and <br /> Minimum 12"width at base of turned i -i-- add(3)#4 rebar in each <br /> down footing with(2)#4 rebar i i long direction <br /> continuous(typical closet building) i iC Minimum 4"thick concrete slab over <br /> minimum 4"gravel base(typical) PAVILION SLAB CMU base for fireplace <br /> C/J ; Top of slab at+/-507.25' and surrounding bench <br /> r———————————————————— <br /> I-- <br /> I----_ o o i i C/J c o 0 o c o <br /> #O Toilet rr) o o I I o rn Lo it) C/J CIJ C/J I I o LO <br /> �- _I N c" C/J N N 7'-0"x 11'-0"x 18"thick(min.) N <br /> concrete footing with#4 rebar <br /> I CMinmum <br /> m 4" ravel bases slab over i (GYP ) at 12"o.c.in each direction <br /> 3'-7" 3'-0" OUTDOOR KITCHEN SLAB <br /> Top of slab at+1-507.25' <br /> 4 I I Ii� I I <br /> °i IL I i C/J i C/J —C/J C/J C/J C/J C/J �C/J <br /> L---J ---- -- <br /> I I <br /> I I <br /> :C/J i o 3'10" 2'2" <br /> 30"x 30"x 18"thick(min.)concrete <br /> Minimum 4"thick concrete slab over i i C/J C/J footing with(3)#4 rebar each way CIJ C/J <br /> minimum 4"gravel base(typical) I ' ' (typ.Pavilion area) C/J CIJ <br /> I I <br /> -------, CIJ C/J C/J C/J C/J <br /> _ C/J -CIJ C/J C/J <br /> ________________ - M CJ <br /> ———J `D 24"x 24" 24"x 24" q � - <br /> C/L c (min.18" C/J (min.18" C/L C/L I 18"depth)min. 3018"depth)n I C/L <br /> depth) depth) I C/J <br /> L _j TL-- -- —J <br /> T <br /> C/J C/J `" N C/J C/J CIJ C/J N <br /> f9 C/L CIL `D <br /> 12'-0" 13'1" 2'-11" 1'-0" 9'0" 9'0" 11'-0" 12'-6" 2'-6" 8'8" 3'10" 1'-3" 2'-11" <br /> 1'-0"T 2'-11" 2'-11"T T <br /> C/L <br /> 25'1" C/L 25'-10" 5'-6" 5'-6" 35'-10" <br /> cV cV <br /> 1'2" i I 1'-2" <br /> M M <br /> Edge of slab <br /> / / \ <br /> NOTE: Review electrical layout on / / \ \ <br /> floor plan and run conduit as needed FIRE PIT SLAB \ \ <br /> prior to casting concrete slabs / / Top of slab at+/-507.25' \ \ <br /> NOTE:All footing sizes are based on <br /> on a minimum 2,000 PSF soil Open I <br /> bearing capacity <br /> I R;10 <br /> 24"w x 10"t concrete strip <br /> footing with(2)#4 rebar <br /> 6 18"high stone wall bears / / (typ.fire pit area perimeter footing) <br /> \ 9' on turned down slab edge <br /> 0 <br /> Top of wall at 18"above slab-building stone veneer over <br /> / 8"CMU from footing to bottom of slab-#4 vertical rebar <br /> \ CMinim 4"thick concrete at 32"o.c.in concrete filled-cells.Stone facing both sides <br /> \ ver minimum 4" / above slab(typ.fire pit area perimeter wall) <br /> gravel base(typical) / <br />