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z <br />0 <br />-�r Maximum Payment Width for <br />Maintain Existing Lawn (Sod) <br />1' 4' <br />4 r�% Score Mark <br />Place Lawn (Sod) � 12" <br />as required to 6(Typ) <br />restore adjacent <br />area 4" (Min) Aggregate Subbase, <br />Class IV Under New <br />Sidewalks (Typ) <br />Curb Height <br />2" Varies, Match <br />Existing <br />f Adjacent Curb <br />6„ Cross Section <br />Six 5/8" x 24" long steel dowels <br />greased and wrapped one side <br />through every expansion joint. <br />S TYPE CURB. GUTTER AND SIDEWALK DETAIL <br />Damage to sprinklers must be repaired within 24 hours <br />4' Mein Existing <br />See Note Below Surface <br />L 0.50' Asphalt Concrete <br />PAVEMENT REPAIR DETAIL <br />Note: <br />Approximate dimensions used for estimating <br />purposes are available upon request. <br />Dimensions and locations are subject to <br />change at the Engineer's discretion. <br />C�T1Yi���l�it/7�.Y\►i1�717�AIiJli�i♦` • � I <br />PROJECT ENGINEER <br />DATE <br />1=1 <br />Face of curb <br />6" min. <br />0000 0 <br />8" max. clearance <br />Place Detectable Warning Surface at <br />curb return accessibility ramp per <br />Revised Standard Plan RSP A88A <br />Note: <br />Ramp shall be retrofitted to install a prefabricated, <br />cast—in—place detectable warning surface tile in fresh <br />concrete. Existing concrete to be sawcut and removed <br />at weakened plane joints. One 12" rebor dowel shall <br />be installed on each side of the opening, with a <br />minimum 4" embedment into the existing concrete. <br />La Jolla Drive: <br />Sta <br />9+61 <br />(10' <br />Lt) <br />Sta <br />10+57 <br />(21' <br />Lt) <br />Sta <br />12+54 <br />(27' <br />Lt) <br />Sta <br />12+75 <br />(15' <br />Rt) <br />Sta <br />13+01 <br />(24' <br />Lt) <br />&Nina Avenues: La Jolla Drive to North End; La Jolla Drive: <br />HASE <br />1 <br />sheet <br />No. <br />to Stockton <br />City <br />Limit)..: <br />8 of <br />10 <br />