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0 <br />D <br />6 m <br />m <br />itch <br />PROTECTION FOR EXISTING <br />DRAINAGE DETAIL <br />NOTE: <br />The Storm Drain Inlet Protection Unit (Catch Basin <br />Filter) is to remain in place and functioning from the <br />beginning of the working days until the end of the <br />project. <br />Place Lawn (Sod) as <br />required to restore <br />adjacent area as part of <br />Minor Concrete (Curb, <br />Gutter and Sidewalk). <br />I 6„ I 12" (TYP <br />See SJCo Std Drawing R-7 for <br />Vertical Curb, Gutter & Sidewalk <br />(See note below this detail) <br />Expansion joints per SJCo <br />Std Drawing R-11 <br />CURB AND GUTTER TRANSITION DETAIL <br />(VERTICAL TO EXISTING <br />NOTE: <br />Vertical curb height on Calhoun Way will be 4". <br />*Place HMA (Miscellaneous Areas) 0.33' thick <br />to restore pavement as part of Minor <br />Concrete (Curb, Gutter and Sidewalk). <br />Plan_ad <br />Curb Height Varies, Existing <br />Match Existing Adjacent Surface <br />Curb Cross Section. <br />3'-4' 1.25' 0.75't*1P <br />4" Score Mark 3 o <br />Match Exist 0.17' n <br />2" C <br />MIN <br />•10-1/2a • • 6 <br />4" (Min) Class 4 J <br />Aggregate Subbase under <br />Existing <br />New Sidewalks (Typ) <br />0 o Roadway <br />g" Six 5/8" x 24" long steel dowels <br />greased and wrapped on side <br />through every expansion joint. <br />S TYPE CURB. GUTTER AND SIDEWALK DETAIL <br />* Applies only to COlhoun Way (Belmont Place to Alexandria Place) <br />COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS <br />A3vorre <br />Flowline of Gutter <br />NO DUMPING <br />FLOWS TO RIVER <br />DRAINAGE INLET MARKER <br />(STAMPED CONCRETE IMPRINT) <br />Place as directed by Engineer as part of Minor <br />Concrete (Curb, Gutter & Sidewalk). <br />Existing' <br />4' Minimum surface .1 be <br />�� F/7 <br />planed 0.17' <br />7 7 <br />7/1 <br />0.50' 0.33' Hot Mix Asphalt <br />(Type A) <br />PAVEMENT REPAIR DETAIL <br />(Belmont Place to Alexandria Place) <br />NOTE: <br />Width (4' minimum). Approximate dimensions used for <br />estimating purposes are available upon request. Dimensions <br />efid locations are subject to change at Engineer's discretion,. <br />CALHOUN WAY IMPROVEMENTS Sheet No. <br />Belmont Place to Alexandria Place; Harrisburg Place to Leesburg Place 7 of 10 <br />DRAWN BY DATE PROJECT ENGINEER DATE //1► CHECKED DAT <br />loon l2gdgers 1/16 �� J ��� , O 1 � 2 �6 Uy/LI�' � �I T ��F✓ <br />_ 0 ' 6" min. <br />_' <br />max. clearance <br />-L' <br />Place Detectable Warning Surface <br />at curb return accessibility ramp <br />per RSP A88A. <br />CURB <br />RAMP AND DETECTABLE <br />WARNING <br />SURFACE DETAIL <br />Sta 10+24 (19' Lt) <br />Sta 10+41 (36' Rt) <br />Sta 50+29 (25' Lt) <br />Sto 50+30 (27' Rt) <br />NO DUMPING <br />FLOWS TO RIVER <br />DRAINAGE INLET MARKER <br />(STAMPED CONCRETE IMPRINT) <br />Place as directed by Engineer as part of Minor <br />Concrete (Curb, Gutter & Sidewalk). <br />Existing' <br />4' Minimum surface .1 be <br />�� F/7 <br />planed 0.17' <br />7 7 <br />7/1 <br />0.50' 0.33' Hot Mix Asphalt <br />(Type A) <br />PAVEMENT REPAIR DETAIL <br />(Belmont Place to Alexandria Place) <br />NOTE: <br />Width (4' minimum). Approximate dimensions used for <br />estimating purposes are available upon request. Dimensions <br />efid locations are subject to change at Engineer's discretion,. <br />CALHOUN WAY IMPROVEMENTS Sheet No. <br />Belmont Place to Alexandria Place; Harrisburg Place to Leesburg Place 7 of 10 <br />DRAWN BY DATE PROJECT ENGINEER DATE //1► CHECKED DAT <br />loon l2gdgers 1/16 �� J ��� , O 1 � 2 �6 Uy/LI�' � �I T ��F✓ <br />