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Earthwork <br />Var 6 25q 6,25% <br />Slope <br />1.5" Depth <br />Shoulder Backina- <br />R/W & Const <br />47' Right—of—Way <br />of Clearing and Grubbing and Mailbox Relocation <br />I <br />Limits of Roadway Excavation <br />24'-28' Soil Stabilization <br />Fabric <br />�-0.33' Asphalt Concrete (Type A) <br />0.67' Class 2 Aggregate Base Soil Stabilization Fabric <br />compacted to a minimum 95% <br />relative compaction <br />TYPICAL SECTION <br />Sta 5+10 to Sto 9+85 <br />*Placement of swales shall be paid for by Earthwork (Miscellaneous Areas). At <br />Sta 9+19 to 9+79 (Lt), see Sheet 6, PCC Valley Gutter. Sprinkler relocation <br />as required for Earthwork (Miscellaneous Areas) shall be considered as <br />included in the Earthwork (Miscellaneous Areas) item of work. <br />1 1 IA • I <br />DRAWN BY ..o <br />Ryan Yamada 0 <br />WSW <br />nlr. ■ <br />EP <br />Earthwork (Misc Areas <br />Swale <br />1 1'-2� <br />2' <br />16.25% 6.25% Var <br />Slope <br />L1.5" Depth <br />Conform <br />—Shoulder Backing <br />Sheet No. <br />3 of 8 <br />