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q <br />Facility or <br />See Sheet 5, Vertical Curb, Mon Box Plane raised cracks to <br />Gutter and Sidewalk Detail match existing roadway <br />Existing Existing Roadway rade. <br />Frame Rubberized Surface Grade g <br />and Cover 6"* Cape Seal 2 —4 Clean planed surface. <br />(Protect (Slurry Seal (Type 2)— <br />�<°may I in Place) over Rubberized Chip — — — — — <br />Seal) <br />Existing <br />.�; Roadway <br />Expansion joints Existing <br />PLANE RAISED CRACK DETAIL <br />per SJCo Std � � ' I Roadway <br />Drawing R- 11 � •= � <br />*Taper Slurry Seal to Existing NOTE: <br />Street Facility or Monument Box Planing raised cracks and cleaning planed <br />CURB AND GUTTER TRANSITION DETAIL surface will be paid under the Crack Treatment <br />(VERTICAL TO EXISTING) SURFACING AT STREET (Type 3) item of work. <br />FACILITIES DETAIL <br />NOTE: <br />See Summary of Quantities for Frames and <br />Covers that must be adjusted. <br />R & D Exist CG&S Conform at Exist Expansion Joint or Saw <br />Install New CG&S (Typ) Cut and Conform at Existing Weakened <br />Plane Joint or Score Mark (Typ) <br />Place DWS at Curb Retaining Curb as necessary ECR ' "; <br />Ramp per RSP A88A at back edge of Sidewalk + <br />(Typ) i i; R & D Exist CG&S I Place DWS at Curb <br />Conform at Exist Expansion Joint Adjust SDI F&G to �i ��i Install New CG&S Ramp per RSP <br />or Saw Cut and Conform at Final FL Grade <br />5.0' Existing Weakened Plane Joint or (Typ) A88A (Typ) <br />Score Mark (Typ) Retaining Curb as <br />---- 4' Minimum Existing �0 necessary at back <br />7.5%7-oo°°00000Surface <br />0 7 5� °+J �, <br />.-an <br />edge of Sidewalk <br /><_ <br />(Max) o��oo�oo (Max)o <br />/ °°°( sg <br />0 <br />° Front Edge of— M --- -- <br />S L—Front Edge of 0.30' Sidewalk (Flowline) S <br />Ramp Curb (Flowline) HMA (Type A) <br />C�-- <br />PAVEMENT REPAIR DETAIL Of <br />Adjust SDI F&G to NOTE' C B m <br />DApproximate dimensions used for estimating (+) (_) <br />J m Final FL Grade purposes are available upon request. <br />Dimensions and locations are subject to <br />TYPICAL MIDBLOCK RAMP DETAIL change at the Engineer's discretion. TYPICAL CORNER RAMP DETAIL <br />Z <br />0 <br />COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS RAYMUS VILLAGE RUBBERIZED CAPE SEAL Sheet No. <br />(Raynnus Village Subdivision) 6 of 7 <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />Jonathan Curry o4/18'2�,r. 5✓-71/R <br />