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Const. <br /> st. Con st. <br /> E E <br /> Limits of Clearing and Grubbing and Mailbox Relocation Limits of Clearing and Grubbing and Mailbox Relocation <br /> �2p' I X12' 0 Fence Fence o MI 1❑ Im <br /> (R/W). (R/W) 0 12' 1 20' 4' 1.3 <br /> v STATE HIGHWAY 0 <br /> g' 24' Pavement Reinforcing Fabric' 2•_g• ROUTE 99 2•_6• 24' Pavement Reinforcing Fabric' g• <br /> E <br /> o` I 29. E <br /> 4% Max. - , 2% <br /> v °t --mac —, -TV4x Mcx, `c <br /> U_ <br /> Earthwork 0.17' As. Concrete Overlay Width Varies, Refer to Plan Sheets. 0.17' Aspholt Concrete Overlay <br /> (Misc. Areas) Earthwork <br /> Refer to Note 5 © Earth. Areas)Existing concrete curb, where appears. <br /> This sheet. TYPICAL SECTION (See Plan Layout) Refer to Note 5TYPICAL SECTION This sheet. <br /> N 99 FRONTAGE ROAD (W) ® Lawn Areas: 2' variable de th N 99 FRONTAGE ROAD (E) <br /> Sta. 106+00 to Sta. 145+00 <br /> shoulder backing. (Top soil Sta. 20+50 to Sta. 65+23 <br /> n' <br /> ° E Frontage Road <br /> Z <br /> 0 Sta. 20+50 to Sta. 22+50 Rt. <br /> W. Frontage Road <br /> Sto. 110+25 to Sta. 114+00 Lt. <br /> � n <br /> T 4 <br /> O 0 <br /> GENERAL NOTES <br /> m ^ <br /> m > 1. The Contractor shall obtain an Encroachment Permit from 6. Refer to See sheet 7, "Summary of Quantities" for locations <br /> z m Caltrans for work and traffic control within the State's of Cleaning of Existing Drainage Facilities. <br /> A right—of—way. <br /> N 2. All earthwork, except for final grading shall be completed 7. Where top soil is required it shall conform to the requirements <br /> o prior to placing the final lift of asphalt concrete of Section 20-2.01 Top Soil" of the Standard Specifications. <br /> surfacing. g. Where superelevations exist on horizontal curves, the new <br /> 3. Placement of asphalt concrete surfacing shall not begin until the surface slope and drainage shall conform to existing. <br /> asphalt concrete used in pavement repair has been in place for <br /> — 24 hours. <br /> 4. All fences shall remain in place. <br /> U 5. Excavated Material generated by pavement repair and planing <br /> asphalt concrete pavement, shall be thoroughly pulverized and <br /> f a used as embankment. Material shall be distributed throughout <br /> f the project and blended with the top 6' of native material in A REVISED 3/13/2003 <br /> n the embankment area. The cost paid for earthwork (Misc. Areas) <br /> J shall include full compensation for on site hauling, blending, <br /> m shaping and compacting. <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION AND N. 99 FRONTAGE ROADS (WdcE) RESURFACING Sheet No. <br /> GENERAL NOTES (Calaveras River to Hammer Lane) 2 of 7 <br /> DRAWN BY DATE PROJECT ENGINEER PATE KED DATE SUBMITTED DATE APPROVAL RECOMMENDED <br /> MARK CHAVEZ NOV. 02 �„ :iepez kv.2 i f• V S <br />