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No. i Location 150 Benedict Dr and Ramblewood Way 151 Ramblewood Way and Page Ct 152 Ramblewood Way and Page Ct 153 Ramblewood Way and Rosewood Way 154 Ramblewood Way and Rosewood Way 155 Romblewood Way and Rosewood Way 156 Windwood Dr and Rosewood Way 157 Windwood Dr and Rosewood Way 158 Windwood Dr and Rosewood Way 159 Windwood Dr and Windrift Way 160 Windwood Dr and Windrift Way 161 Windwood Dr and Windrift Way 162 Windrift Way and Windrift Ct 163 Windrift Way and Windrift Ct 164 Windrift Way and Windrift Ct 165 Windrift Way and Riverwood Dr 166 Windrift Way and Riverwood Dr 167 Windrift Way and Riverwood Dr 168 Riverwood Dr and Rosewood Way 169 Riverwood Dr and Rosewood Way 170 Riverwood Dr and Rosewood Way 171 Riverwood Dr and Windwood Dr 172 Riverwood Dr and Windwood Dr 173 Riverwood Dr and Windwood Dr 174 Windwood Dr and Rivermist Dr 175 Windwood Dr and Woodbridge Rd 176 Windwood Dr and Woodbridge Rd RAMP DIMENSION SCHED LE '• .a M L93 ' ®0 nv ©0 mark if monolithic pour Varies ©�0. • 4„ 2% 1 1 /2„ (Max) 2" � ®0 � VA�VA�VA� •, 1 1 2" •, Varies 6' 7.0 i Rebuild per RSP A88A ' HE 12 5/8$'x 24" steel dowel, and wrapped one side expansion and cold (TYP) C—C Typ greased through joints ©v 8.0 X _—all VERTICAL CURB, GUTTER AND SIDEWALK DETAIL NUNN 1.5' 6„ Retaining Curb if Necessary New Curb Ramp with DWS Existing Pavement �_ , _ ®0 ©0 t Requires Ramp * Requires Rebuild • Retrofit Curb Ramp with DWS * Modify Curb Ramp Modified Retrofit (Modify Curb Ramp & DWS) X Remove Ramp, Place CG&S WII Remarks Varies Varies -Varies nv Maintain Lawn(Sod) Score mark if monolithic pour Varies 7.0 X 4„ 2% 1 1 /2„ (Max) 2" � � VA�VA�VA� •, 1 1 2" •, Varies 6' 7.0 i Rebuild per RSP A88A ' HE 12 5/8$'x 24" steel dowel, and wrapped one side expansion and cold (TYP) C—C Typ greased through joints 4" (Min) Class 4 6,� 6„ Aggregate Subbase under new sidewalks (Typ) 8.0 X _—all VERTICAL CURB, GUTTER AND SIDEWALK DETAIL NUNN 1.5' 6„ Retaining Curb if Necessary New Curb Ramp with DWS Existing Pavement �_ , _ B = Begin Curb Ramp Distance from BCR C = Center of Curb Ramp Distance from BCR L = Length of Curb Ramp & CG&S work S = Storm Drain Inlet Distance from BCR W = Width of Curb, Gutter and Sidewalk NOTE: See Ramp Detail Sheet 7 for ramp dimension locations. o Case Letter represents Curb Ramp Detail of Caltrans RSP A88A. M * Measurements are in Linear Feet at Face of Curb FL. M z 0 Install Lawn (Sod) as required to restore adjacent areas, sprinkler system and street signs as required. Place HMA (Misc Areas) 0.50' thick to restore pavement. NEW CURB RAMP TYPICAL SECTION NOTE: HMA width may be increased as needed for conform or slope reasons with approval from the Engineer. All HMA (Misc Areas) and Maintain Lawn (Sod) will be paid under the Minor Concrete (Curb, Gutter & Sidewalk) item of work. .. , .._RAMP -DiP�E'NSiui� SCHEDULE _ COUNTY OF SAN JOAQUIN No SCALE SIDEWALK- ACCESSIBILITY IMPROVEMENTS 2017-2018 Sheet No. & CONSTRUCTION DETAILS Various Locations in South Stockton and Woodbridge 6 of 8 DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE Sergio Castaneda 04118