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2' (MIN) 1' (MIN) <br /> 1' (MINIMUM) FROM <br /> CONTROL PANEL <br /> 1' (MIN) SLAB 6RTHICK (MINIMUM) <br /> ° 1l —REINFORCED <br /> FINISHED ELEVATION TO BE <br /> c D o A MINIMUM OF 2" ABOVE <br /> D <br /> GRADE ELEVATION <br /> e <br /> 1' (MIN) CURB STOP <br /> D D° <br /> e <br /> EMERGENCY D <br /> GENERATOR 6"x6" 10x10 W/WIRE MESH <br /> ° OR FIBERCRETE (TYP) <br /> PLAN VIEW e <br /> o ° <br /> ALTERNATIVE "A" a ~REINFORCED CONCRETE SLAB <br /> 6-THICK (MINIMUM) <br /> 1' (MIN) ° <br /> 1' (MIN) 1 12' (MIN) <br /> 7 <br /> 1' (MIN) e <br /> F OD EMERGENCY <br /> GENERATOR <br /> D' <br /> A <br /> 1' (MIN) <br /> D °D D <br /> 1' (MIN) � <br /> e n <br /> p' ° <br /> 0 o CURB STOP <br /> 1' (MIN) FROM CONTROL PANEL r ° <br /> °D <br /> 2' (MIN) ° REINFORCED <br /> D ° CONCRETE SLAB <br /> REINFORCED CONCRETE o� 0 6-THICK (MINIMUM) <br /> SLAB 6-THICK (MINIMUM) <br /> D e P <br /> e . <br /> D <br /> 1' (MIN) o S 12' MIN <br /> D <br /> TURN APRON <br /> 10' (MIN) D u ° <br /> (TYPICAL) <br /> e <br /> PLAN VIEW <br /> ALTERNATIVE "B" 10' (MIN) 10' (MIN) <br /> -AR <br /> NOTES <br /> 1. LOCATION OF CONTROL PANEL PER IRCDUS INSPECTOR. <br /> 2. NATURAL GAS TO BE USED TO POWER GENERATOR IF AVAILABLE. <br /> 3. EXPANSION JOINTS SHALL BE REQUIRED AT WETWELL, VALVE PIT AND MANHOLE AS APPLICABLE. <br /> 4. CONCRETE SLAB CONSTRUCTION TO CONFORM TO ACI 318 STANDARD. <br /> 4tIvER DRAWING <br /> INDIAN RIVER COUNTY �� TYPICAL PUMPING STATION NO. <br /> DEPARTMENT OF c <br /> UTILITIES SERVICES � �� (DETAIL SHEET) J <br /> L17 <br /> ORD waa sm4 <br /> I a3 A.3g . <br />