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E.P. S Const. GENERAL NOTES: <br /> Limits of Clearing and Grubbing - - 1. Contractor shall scarify native soil adjacent to pavement <br /> at <br /> shall <br /> confined <br /> �E Pavement Reinforcing cin Fabric ylPovement Reinforcing15F E. W E P 4 �1 direction. Paaymee t for fbendin depthof <br /> de considered <br /> feet <br /> 6 a <br /> 12'— <br /> incl <br /> in <br /> _ _ _ __ io Limits of this work <br /> T-10" 26'-40'— <br /> tion radii I in each <br /> g II considered as <br /> Shoulder Backing. <br /> Existing <br /> �5 -8� �4� � Vor. IU 2 noted. TheaContractorlit' place p <br /> not to modify or obstruct es shall remain n lace unless otherwise <br /> gFabric <br /> Sidewalk Planing a shall conduct earthwork operations as <br /> Vor. Vor the existingdrainage. <br /> __ 3. All earthwork (except for final shoulder grading) shall be <br /> completed prior to placing final lift of asphalt concrete. <br /> -0.20' Asphalt *Shoulder <br /> Concrete Overlay Exist. Roadway Backing (Typ.) 4. Placement of asphalt concrete overlay shall not begin until <br /> the asphalt concrete used in pavement repair has been in <br /> TYPICAL SECTION Note place for a minimum of 18 hours. <br /> (Woodbridge Rood) Shoulder Backing Placed From h <br /> sa <br /> 5. Asphalt Concrete ll De laced as noted below: <br /> + 12': Sto. 42+00 to Sto. 45+50 Sto. 10+92 to Sta. 17+40 Sto. 10+00 (Rt.) to Sta. 16+50 (Rt.) p P <br /> Sta. 18+58 to Sta. 19+30 Shall be i' Wide 0.20' Thickness <br /> Stu. 21+15 to Sta. 23+52 One (1) layer over existing surface. <br /> Sto. 28+80 to Sta. 29+80 <br /> Sta. 30+63 to Sta. 45+75 6. All existing trees, shrubs, fences and other frontage <br /> s improvements are to remain in place unless otherwise noted. <br /> E.P. Const. 7. Hand grinding of Asphalt Concrete pavement will be required <br /> F� of locations where existing water valves and manholes are <br /> o 7 -10 E.T.W. - 26'-404 Limits of Clearing and Grubbing- <br /> 29 E- W- EP 7' p gOa12"- <br /> 12'— <br /> ts. <br /> within the lanin limits <br /> 2•y. <br /> Pavement Reinforcing Fabric Pavement Reinforcing Fabric 0.20' A.C. Overla °r Sql Standard Frame and Cover Assembly <br /> II_ Y +� 6 (Refer to SJCO Std. Dwg. CW-M1.) <br /> m 5 -8^ f ��--IIi SidewaI k <br /> �4' <br /> ning Var. V_ar Ploni Sld walk x x '✓" q'' Y r+' r•7Y; <br /> ,� _ `8� 6 P C C Ezisling Roadway <br /> I y!b <br /> 0.20' Asphalt Exist. Roadway-] L Note: ` <br /> Concrete Overlay This section has curb only. <br /> TYPICAL SECTION Undisturbed . Existing Survey Monument <br /> basement soil -,4-w- to remain in lace <br /> 3 (Woodbridge Road) <br /> Sla. 19+75 to Sta. 20+15 ADJUST SURVEY MONUMENT <br /> 0.08'L Planing Sta. zo+aD to sin. z1+1s FRAME AND COVER DETAIL <br /> -- _ _-_ ------ -- Stu. 24+05 to Sto. 28+66 <br /> See Note Below Existing <br /> LONGITUDINAL PLANING DETAIL + <br /> Surface <br /> vi <br /> r .m <br /> o Legend Variable Depth Asphalt Concrete Overlay Iw Adjust Existing Water Valve to grade 0.50' Asphalt <br /> ai Depth of Asphalt Concrete Planing Concrete <br /> m o Adjust Existing Monument to grade PAVEMENT REPAIR REPAIR D�AIL <br /> A ■ Limits of Asphalt Concrete Planing <br /> R Conform to Existing Radii 0 Adjust Existing Storm Drain Manhole to grade <br /> m <br /> Existing Storm Drain Inlet to remain in place O Adjust Existing Sanitary Sewer Manhole to grade NOTE: Width (4' minimum)® � be adApproximate dimensions used for estimating purposes <br /> o o Existing Utility Pole to remain in place ® Existing SBC Manhole to adjusted are available upon request. The dimensions and locations <br /> to grade by others are subject t change at the Engineer's discretion. <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTIONS WOODBRIDGE ROAD RESURFACING Sheet No. <br /> AND NOTES (The W.I.D. Canal to Chestnut Street) 2 of 6 <br /> DRAWN BY DATE PROJECT ENGINEER DATE C CKED DATE APPROVAL RECOMMENDED DATE <br />