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I I <br /> ADJUST MANHOLE PAVEMENT REINFORCING FABRIC <br /> FRAMES AND COVERS Location Quandt <br /> I 2 I Location Quantity Sta. 0+121- to Sta. 11+80t 2,915 S.Y. <br /> c y I N Throughout Project 6 Ea. <br /> Conform <br /> 20' 12 ' DIAMETER REINFORCED <br /> J PAVEMENT REPAIR CONCRETE PIPE (Class V) <br /> Conform ® E.P. Location Quantity Location Quantity <br /> Marsh Street � <br /> 6 Sites Throughout Project 480 S.Y. S.E. Corner of Walker Lane 6 L.F. <br /> TYPICAL INTERSECTION LEGEND <br /> AnthonAdrieny Ave' (ft tth) Thelma Ave. (North) ® variable Depth Asphalt ConcreteSHOULDER BACKING 18 a STORM DRAIN INLET <br /> R = Conform to Location Quantity Location Quantity <br /> existing Radii. Sta. 0+12t to Sta. 11+801- 78 Tons S.E. Comer of Walker Lane 1 Ea. <br /> Conform 0 E.P. <br /> 1:\1 31 3 7 t DRIVEWAYS RESET FRAME AND GRATE <br /> ExistingWidth <br /> Conform j Quantities (S•D•l•) <br /> Existing Width � � Type No. Area Location Quantity <br /> 12Min. I I D 1 14 S.Y. S.E. Comer of Walker Lane 1 Ea. <br /> E 12 147 S.Y. <br /> TYPE D TYPE E <br /> 0.30' Asphalt Concrete over shaped Variable depth Asphalt Concrete <br /> and compacted native material. over existing paved driveway. Denotes Miscellaneous Facility. <br /> ASPHALT CONCRETE PE B <br /> TYPICAL DRIVEWAYS Location Quantity <br /> Roadway 337 Tons <br /> Intersections 25 Tons <br /> Pavement Repair 233 Tons <br /> Sae Note Driveways 18 Tons <br /> Misc. Areas 5 Tons <br /> Existing Surface Total = 618 Tons <br /> PLACE ASPHALT CONCRETE <br /> -—————— -- --- --- (MISCELLANEOUS AREAS) <br /> 30 <br /> NOTE: Width, length and locations 0.70' Asphalt Concrete Location Quantity <br /> to be determined by the S.E. Comer of Walker Lane 22 S.Y. <br /> Engineer. <br /> PAVEMENT REPAIR DETAIL <br /> wTc ci c Q su9Mmm 1 oae re CONS1RUCIION DEWLS MARSH STREETen10�i. <br /> %e /eB wGdde a it4 z� COUNTY OF SAN JOAQUIN NO SCALE µp tp� P�Et1 DN Mar A". to Walker lame 8 13 <br /> Roo.'s 610 883 Weea <br />