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MENIIIIIIIIII011101"d <br />, <br />8 7 6 5 4 3 2 1 <br />D D <br />C C <br />B B <br />A A <br />8 - 7 6 5 4 3 2 1 <br />EXISTING 9.5'X9.5' FOOTING 13' -11" <br />RELOCATED 8.5" TILT UP PANEL <br />EXISTING 8" PIPE COLUMN LID BY OTHERS <br />°MODULAR STRUCTURE WIDTH <br />8" PIPE <br />SEE PLAN 1/21.10 1 <br />CLR <br />OPTIONAL <br />DRILL AND EPDXY BARS TO MATCH CONC. SLAB <br />� v 4" PIPE <br />° °^ <br />Z <br />CONSTRUCTION <br />NEW SLAB REINFORCING MIN 9 EMB. <br />SEE PLAN <br />w <br />w T/SLAB <br />� � <br />JOINT <br />,, <br />CLR SEE SLAB PLAN FOR REINFORCING <br />° <br />EXSTING SLAB (FIBER),- <br />_ <br />x> <br />3 SEE SLAB PLAN FOR REINFORCING <br />4 <br />' � '°yX <br />MIN <br />a a T <br />X <br />� "x ;�TUWE y x ' �xL X TANK BY OTHERS <br />�- 1/2" EXP. JT. MATERIAL OPTIONAL <br />N �S. �-�Q ��� SHALL �E`• , ' 61 _ 011 <br />' a CONSTRUCTION <br />�`� <br />JOINT <br />1_On � 1 <br />,,>l`, ", <br />MIN <br />� <br />Cl <br />NEW SLAB TO EXISTING <br />C2 <br />SUMP TANK PLACEMENT DETAIL <br />C3 <br />REC. SLAB DETAIL @ TILT UP <br />C4 <br />TYP. RECESSED SLAB DETAIL <br />Section <br />1 1/2" =1'-0" <br />Section <br />1/4" =1'-0" <br />Elevation <br />3/4" =1'-0" <br />Section <br />1" =1'-0" <br />PANEL OPENING, SEE ELEVATION <br />_ <br />