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Part 2 Roadway Plan <br />Figure 2-1 <br />R/W 60,R/W <br />26' <br />24 <br />2' 2'I 12'12° <br />I 2' 2'1' MIPL 'd'a''//·1' MIN. <br />0.02 FT/FT I <br />s uŸAHCE DN <br />G <br />THICKENED EDGE,(TYP )BASE COURSEl <br />(TVP.)0.02 FT/FT 0.02 FT/FT <br />&SUBGRADE SLOPE 0.02 FT/FT 4 <br />CATCH BASIN &.OSTORMDRAIN I.ATERAL CATCH BASIN &TYPE R-I STORM DRAIN <br />MAJOR RESIDENTIAL ROADWAY <br />NOT TO SCALE <br />Figure 2-2 <br />R/W 60,R/W <br />24' <br />3'1'3'2'12'12'2' <br />CRUSHED SURFACING CONCRETE <br />BASE COURSE SHOULDER <br />TYPE R-V <br />MAJOR RESIDENTIAL ALT #2 ROADWAY <br />NOT TO SCALE <br />February 2019 Phase 3 Divisions 15 &16 Engineering Summary <br />ESM Consulting Engineers, L.L.C.2 -2 <br />\\Esm8\engr\ESM-JOBS\998\718\016\document\P3Dl5&l6 Eng Summ_Part 2.doc <br />Index #11