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75' <br /> —. <br /> Checks At <br /> ' Spacings Width = 20' <br /> Ni Width = <br /> 1=11S A = <br /> =if c <br /> ' D •,in z zr ire Rock <br /> Check <br /> A SECTION A-A <br /> ELEVATION A-A <br /> Waterway Number 1 2 <br /> From Station 14+50 19+50 <br /> To Station 15+25 20+25 <br /> Top Width T (Ft) 46 36 <br /> Check Width (Ft) 40 30 <br /> Check Spacing X (Ft) 25 25 <br /> Number Of Checks 3 3 <br /> Check Depth D (in) 24 24 <br /> LOCATION PLAN <br /> BILL OF MATERIAL <br /> 35 Tons <br /> Rock gradation must meet DOT requirement <br /> for Grodation 3 quality designation A or B <br /> NOTES: <br /> 1. Excavate trench 2 feet wide or one backhoe <br /> bucket wide, whichever is greater. <br /> 2. Compact rock backfill by rolling with construction <br /> equipment. <br /> 3. Finished rock surface will be flush with the ground <br /> surface when completed. <br /> 4. Maximum check spacing is 25 feet. MACON __County <br /> 5. The rock check outlet is suitable for any waterway <br /> grade as long as the velocity requirement is met. SEC._34 T 17N R 3E <br /> WIDOWER LARRY SHACKLEFORD LOCATHI4 <br /> DesignedD. Holland 10/25Date USDA United States 1L—ENG-206 <br /> Drawn M.Quinones 10/10/17 Department of ROCK CHECK Drawing No. <br /> Checked Agriculture WATERWAY OUTLET <br /> '9° 1 of 1 <br /> Natural Resources <br /> Approved Conservation Service sheet 18 of <br />