Laserfiche WebLink
2' <br />Existing <br />Curb, Gutter and <br />Sidewalk (Typ) <br />CE Const <br />R/W (Inman Avenue -50'; Princeton Avenue=60') <br />- --- Limits of Clearing and Grubbing --- <br />I <br />Limits of Roadway Excavation <br />28' Soil Stabilization Fabric <br />14' <br />14' <br />i <br />Existing Roadway <br />%-3%----__ <br />0.80' Class 2 Aggregate Base—J X0.25' lt C <br />compacted to a min. 90% Asphaoncrete <br />relative compaction Soil Stabilization Fabric <br />TYPICAL SECTION <br />Inman Avenue (Kirk Avenue to Ryde Avenue) <br />Princeton Avenue (Kirk Avenue to Ryde Avenue) <br />COUNT'S OF SAN JOAQUIN No SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />Ryan Yannada. 1 5//3 1 JLj,,{j at :., 15/q A3 <br />TYPICAL SECTION <br />CHECKED <br />2' �4''�- <br />—Conform to Lip of <br />/ I Gutter (Typ) <br />Curr <br />BY. 2 <br />Using This Drawing Should Verrfy <br />TION, PHASE 6 Sheet No, <br />WEST COUNTRY CLUB RECONSTRUCI <br />(Inman Avenue and Princeton Avenue: Kirk Avenue to Ryde Avenue) 3 of 12 <br />