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Lip/EP <br />2' BOW 4, 1, <br />Existing Curb, <br />q <br />Const <br />1 <br />60' R/W <br />I <br />Limits of Clearing and Grubbing <br />1 <br />28' Limits of Roadway Excavation <br />Lip/EP <br />Soil StabilizationFabric <br />— Existing <br />1.5 —3% Surface <br />IN 11W.00211rup,ivwiwi�ii�i�iup <br />���������•W�s����s����r�•1 ������0MW4 ����������������1 <br />1_�.c_�.c_�c_Sc_�t.[_��.c_1-.c_�c_`.c_ti[_�.c_�-.c_�-�_.�.c_��.c_��.c_�.-c_�'�.c_�-.c_�.[_tia <br />Gutter and ] I L <br />Sidewalk (Typ) As halt of Mix <br />0.67' Class 2 Aggregate Base compacted p <br />to a Min 90% relative compaction Soil Stabilization Fabric <br />No Changes �.s � �!7� jj <br />Dste - = y <br />Any fipreon Using ds Ciraw inn $h,.N J10 � <br />Aft information i3y inspecting The Site ut W;)rk <br />Lip/EP <br />2' BOW 4, 1, <br />Existing Curb, <br />Gutter and <br />TYPICAL SECTION <br />Sta 19+92 to Sta 28+54 <br />q <br />Const <br />1 <br />60' R/W <br />11 4' BOW 2, <br />Conform to Lip <br />of Gutter (Typ) <br />I <br />Limits of Clearing and Grubbing <br />1 <br />28' Limits of Roadway Excavation Lip/EP <br />Soil Stabilization Fabric <br />14'f 13'f 2' 4' BOW 2, <br />-efExisting <br />Surface <br />-- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- -- -- -- -- <br />Sidewalk 0.67' Class 2 Aggregate Base compacted <br />to a Min 90% relative compaction <br />COUNTY OF SAN JOAQUIN NO SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />Jonathan Curry 05/17 �0-t� J <br />See Roll Curb, Gutter <br />0.33' Hot Mix Conform to Lip and Sidewalk Detail, <br />Asphalt of Gutter (Typ) Sheet No. 8 <br />Soil Stabilization Fabric <br />TYPICAL SECTION <br />Sta 10+ 14 to Sta 19+71 <br />TYPICAL SECTIONS <br />CHECKED DATE <br />')a.�rf 4%611.; <br />WEST COUNTRY CLUB RECONSTRUCTION, PHASE 8 I Sheet No. <br />(Princeton Avenue: Wisconsin Avenue to Kirk Avenue) 3 of 11 <br />