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caw. Earthwork <br /> CQ.hfl (Misc. Areas) <br /> Limits of Clearing and Grubbing <br /> 0 and Mailbox Relocation ID <br /> 11i 4' 4' <br /> 4' 4' 1' <br /> i <br /> 20' Pavement Reinforcing Fabric I Finished Sur ace > <br /> Conform <br /> BX <br /> Conformyon yp� Conform - - - J <br /> `B.T_ a— —a Ate_ v Shoulder Backing (Typ.) <br /> 3� <br /> — � ----- -- ------------ SHOULDER DETAIL <br /> Shoulder Backing (Typ.) <br /> Variable Depth 0.25' A.C. Overlay Sta. 71 +00 to Sta. 79+00 (Rt.) <br /> Existing Roadway Sta. 120+00 to Sta. 124+00 (Lt.) <br /> Sto. 29+70 to Sta. 123+00 (0.25' A.C. Overlay) Sta. 126+60 to Sta. 129+80 (Rt.) <br /> i <br /> Sta. 124+00 to Sta. 130+00 (0.33' A.C. Overlay) Sto. 152+00 to Sta. 156+00 (Lt.) <br /> Sta. 131+00 to Sta. 202+94 (0.25' A.C. Overlay) Sta. 172+00 to sta. 172+30 Rt. <br /> TYPICAL SECTION Refer to "Shoulder Detail" this sheet Sto. 189+50 to Sta. 190+00 (Rt.) <br /> 8 b Sta. 29+70 to Sta. 203+34 for select locations. <br /> :6 GENERAL NOTES <br /> R <br /> 1. The contractor shall obtain an Encroachment Permit from Caltrans 4. Placement of the top layer of Asphalt Concrete shall not begin until <br /> for work and traffic control within the State R/W at Highway 120. the next lower layer has been in place for a minimum of 12 hours. <br /> >E <br /> n 2. The contractor shall obtain o "NO FEE" Encroachment Permit from 5. Pavement Markers may remain in place where asphalt concrete <br /> the City of Ripon for any construction area Traffic Control devices surfacing exceeds 0.25' thick. <br /> Nbplaced within their jurisdiction. The Contractor shall execute this permit 6. Adjust Survey Monument Frame and Cover to finished grade at <br /> prior to beginning of any work. Sta. 176+77t. <br /> 00 0 3. Asphalt Concrete shall be placed as noted below: 7. Place Survey Monument Frame and Cover at Sta. 29+88f, <br /> 0.33' A.C. Thickness - Three (3) layers of approximate equal thickness Sta. 43+243, Sta. 69+87f, Sta. 83+20t, Sta. 96+57f, <br /> with pavement reinforcing fabric between the bottom and second layer. Sta. 109+95f, Sta. 123+35t and Sto. 150+25t. Exact location <br /> a, 0.25' A.C. Thickness - Two (2) layers of approximate equal thickness to be determined by the Engineer. <br /> with pavement reinforcing fabric on the existing pavement surface. <br /> B. Shrubs at Santos Avenue N/E and S/E corners is to be trim as <br /> g directed by the Engineer. <br /> COUNTY OF SAN JOAQUIN <br /> NO SCALE TYPICAL SECTION NORTH RIPON ROAD RESURFACING sheet 9 <br /> (R'ipon City Limits to Stab Route Highway 120) 2 of 9 <br /> DRAWN BY DATE I PROJECT ENGINEERDATE CHECKED DME sumrlED DATE t= COMMENDED I DATE <br /> 6....y.. .J-4E» s/00 .�Jsti--/}+�.�7 ll?/oo Y/1/n %4ft .l v 4VW 41171. 4 4L <br /> '! <br />