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C010.0.26 - Inlet Protection Gravel Ring Detail
2:1 Slope Inlet Casting 3:1 Slope SECTION A-A Slope Temporary Sediment Pool W = 5H 3:12:1 Coarse Aggregate #2 Inlet Casting Inlet Casting 2:1 Slope 3:1 Slope Ditch Inlet A A AA Slope PLAN VIEWPLAN VIEW H 1'-0" (min.) 1'-4" (min.) 1'-4" (min.) (1'-0" min. thickness) Coarse Aggregate #8 Face h= 1'-0" to 2'-0" E 205-TECD-03 INDIANA DEPARTMENT OF TRANSPORTATION STANDARD DRAWING NO. DATECHIEF ENGINEER DATEDESIGN STANDARDS ENGINEER SEPTEMBER 2019 2 inlet width)(0.6)2 1 (6.28/27)(H)(1 + 4H + Weight of coarse aggregate #8, Tons: 3. inlet width)(0.6)2 1 (6.28/27)(0.67 + 2.5H)(1 +3H + 2. Weight of coarse aggregate #2, Tons: H = h + 0.25, ft1. NOTES: PROTECTION, GRAVEL RING TEMPORARY INLET 5/2/2019 5/31/2019 Attachment E