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Excavated Top Length (L) Excavated Top Width (Varies) "111 <br /> 1 Original Ground 1 Original Ground HI <br /> 1 Shallow Depth I, 1 1 Deep Depth 1 atoll <br /> 1 I Deep Depth DS <br /> ESES DS Bottom <br /> \ /� 1 Bottom If <br /> I Width (W) I 11 <br /> OS <br /> Elev <br /> Approx. 1/3 (L)I Approx. 1/3 (L) Approx. 1/3 (L) Approx. 1/2 W Approx. 1/2 W <br /> Z <br /> TYPICAL DOUBLE DEPRESSION PROFILE LS—LS TYPICAL DEEP P <br /> CROSS SECTION W—W <br /> Q <br /> U <br /> X <br /> Excavated Top Length (L) LU J <br /> C Original Ground Excavated Top Width (Varies) Q <br /> W <br /> 1 Original 0 CI <br /> Ground J <br /> -Ni <br /> Dee Depth Q <br /> 1 I P 1 1 I Shallow Depth 1 U_ <br /> ES <br /> ES SS 4 SS <br /> N /' Bottom i Bottom <br /> Elev Width (W) <br /> TYPICAL SINGLE DEPRESSION PROFILE L—L <br /> Approx. 1/2 W I Approx. 1/2 W <br /> TYPICAL SHALLOW ac a 1) <br /> CROSS SECTION WS—WSez <br /> NOTES: 5 $ as <br /> 1. Oval excavations will have either a single depression or a double depression profile. <br /> If no dimensions ore given for Section WS—WS in the dimension table, then the oval °C'a <br /> excavation has a single depth profile. <br /> 2. Unless otherwise noted, side slopes of excavation shall overage those shown in the MI .o <br /> dimension table. The slope ratio may vary along the excavated length as shown in z <br /> the table. Transition between cross—section shapes by blending slopes and widths. Me. <br /> 3. The bottom elevation of each excavation shall average the elevations shown, but <br /> may vary +/— a5' or as directed by the Engineer. An uneven bottom surface is br.Z <br /> preferred unless otherwise noted. ti. 2 } <br /> NOT TO SCALE <br /> Owl 12ra <br />