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—*Maximum Paym nt Width for <br />Maintain Existing Lawn (Sod) <br />1' a 4'- <br />4 27. Score Mark <br />_ 24 + I ° <br />Place Lawn (Sod) <br />:r. <br />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 />�uanAcevecfa <br />2 <br />14 1 4� __ <br />6O <br />Curb Height <br />Varies, Match <br />Exi ting <br />Adjacent Curb <br />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 shall be repaired within 24 hours <br />Flowlne <br />of Gutter <br />Expansion <br />Joint <br />Top of Curb <br />of curb <br />6" min. <br />8" max. clearance <br />Imo,-�' `-Place Truncated Domes <br />at Accessibility Ramp per <br />RSP A88A. <br />EXISTING RAMP RETROFIT ©ET��L <br />Sto 17+43 (24' Lt) <br />Sto 17+88 (24' Lt) <br />6 <br />Expansion <br />Joint y <br />1:1 T <br />� —� Lip of Gutter <br />12° (TYP)-�]r �R___ - <br />RGIIIVVG and salvage storm drain inlet frames and grates and install new <br />drainage inlet. Refer to SJCO Improvement Std CW -D14 and CW -M7. Connect <br />existing storm drain pipes to new storm drain inlet. Payment for this shall be <br />included in the unit price for 18" Dia. Storm Drain Inlet (See Sheet 2 Note 11). <br />CURB & GUTr_i. INSTALLATION FOR 18" <br />DIAMETER STORM DRAIN INLET CATCHBASIN <br />Sta 10+39 (14' Lt) <br />Sta 10+52 (16' Rt) <br />SAN JOAQUIN � Nfl SCALE ' CONSTRUCTI©N ©ETA1L-S <br />