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BEGINNING <br />OF OVERLAY <br />(E) dike to be replaced Const <br />by PCC curb/gutter <br />— ---EP <br />. <br />1 <br />. <br />(E) dike to be replaced <br />by PCC curb/gutter <br />11 <br />Remove and Replace <br />(E) curb/gutter - <br />STA 12+20 to 12+33 <br />(E) dike to be replaced <br />by PCC curb/gutter <br />Al <br />NEWPORT AVE. 12 <br />Iv <br />EP <br />(Not all fromes and covers shown. <br />Sheet No. 12 for a complete list <br />frames to be adjusted. <br />R <br />_N <br />o <br />O N <br />3 <br />rn <br />(E) dike to be replaced <br />by PCC curb/gutter <br />II R <br />o <br />--------------------- <br />Sheet 2 <br />R <br />Joaquin County Std. <br />------------------------------------ <br />-------------------------- <br />Maintain the existing high point at <br />Sto. 21+63 (Rt) and <br />DI elevations at Sto. 11+48 (Lt), Sto. 15+46 (Lt) and <br />Sta. 24+80 (Rt) to ensure proper <br />drainage. Flowline shall <br />. <br />to existing curb and <br />gutter. At other locations, flowline <br />shall be straight slope <br />/. 7.7 .7 7. <br />•s <br />s <br />5 <br />0 <br />1 R <br />17 <br />18 <br />20 <br />A <br />14 <br />�. . <br />15 <br />(E) dike <br />to be replaced <br />by PCC <br />// <br />curb/gutter <br />Sta. 21 +63 high point in <br />AC dike. See note 4. <br />R <br />N (E) dike to be replaced <br />0 o by PCC curb/gutter <br />3 � 0 <br />O+ Z <br />3 M AC Dike removol shown on plans. <br />See Sheet No. 4 for a list of stations. <br />I I <br />4' MID) See Shoulder <br />NOTES: <br />1. Asphalt concrete that is in place over existing concrete <br />gutter and/or driveways shall be removed. The cost of <br />removing the AC shall be covered under Clearing and <br />Grubbing item of work. <br />N 2. Along Newport and Lewis, the planing at gutter is to <br />extend to .12' below the lip of PCC gutter. Deeper than <br />9`.o .12' grind may be needed at locations that have excess <br />AC. <br />®M <br />� 3. Plane existing AC at all variable depth locations unless <br />M otherwise indicated on the plans. <br />,z <br />0 <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />R - NoV-irC1a► 60/13 5/ly/13 <br />4. Along Newport, sowcut and remove <br />Detoil on <br />Sheet 2 <br />R <br />Joaquin County Std. <br />------------------------------------ <br />-------------------------- <br />Maintain the existing high point at <br />Sto. 21+63 (Rt) and <br />DI elevations at Sto. 11+48 (Lt), Sto. 15+46 (Lt) and <br />Sta. 24+80 (Rt) to ensure proper <br />drainage. Flowline shall <br />be straight line from these points <br />to existing curb and <br />gutter. At other locations, flowline <br />shall be straight slope <br />/. 7.7 .7 7. <br />•s <br />s <br />5 <br />0 <br />1 R <br />17 <br />18 <br />20 <br />21 OSSMH <br />�. . <br />-------------------------------- <br />(E) dike <br />to be replaced <br />by PCC <br />// <br />curb/gutter <br />Sta. 21 +63 high point in <br />AC dike. See note 4. <br />NOTES: <br />1. Asphalt concrete that is in place over existing concrete <br />gutter and/or driveways shall be removed. The cost of <br />removing the AC shall be covered under Clearing and <br />Grubbing item of work. <br />N 2. Along Newport and Lewis, the planing at gutter is to <br />extend to .12' below the lip of PCC gutter. Deeper than <br />9`.o .12' grind may be needed at locations that have excess <br />AC. <br />®M <br />� 3. Plane existing AC at all variable depth locations unless <br />M otherwise indicated on the plans. <br />,z <br />0 <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />R - NoV-irC1a► 60/13 5/ly/13 <br />4. Along Newport, sowcut and remove <br />all existing AC dike <br />and gutter and instoll PCC curb and gutter at locations <br />listed in table on Sheet 4 per Son <br />Joaquin County Std. <br />Detail CW -C6 and AC (Misc Areas) <br />Detail on Sheet 4. <br />Maintain the existing high point at <br />Sto. 21+63 (Rt) and <br />DI elevations at Sto. 11+48 (Lt), Sto. 15+46 (Lt) and <br />Sta. 24+80 (Rt) to ensure proper <br />drainage. Flowline shall <br />be straight line from these points <br />to existing curb and <br />gutter. At other locations, flowline <br />shall be straight slope <br />between existing curb and gutter. <br />NO SCALE <br />CHECKED I DATE <br />. -. <br />LEGEND: <br />Variable Depth Asphalt Concrete <br />0.12' Depth of Asphalt Concrete Pavement Planing <br />R Conform to existing rodii <br />• Limits of Asphalt Concrete Pavement Planing <br />PLAN WEST JACKSON STREETS RESURFACING I Sheet No. <br />(NEWPORT AVE) 5 of 12 <br />