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R & D Exist. CG&S <br /> Install New CG&S (Typical) Flowline _ — <br /> rt —z" t.2% Conform of Existing Expansion Joint or <br /> Place Truncated Domes — Retaining Curb as necessary 5! j Saw Cut and Conform at Existing Weakened <br /> at Curb Ramp per at back edge of Sidewalk --1 : Plane Joint or Score Mork (Typical) <br /> R.S.P. A88A (Typical) <br /> Conform at Existing Expansion BCR <br /> /1Joint or Saw Cut and Conform — + <br /> J \ of Existing Weakened Plane Joint _R & D Exist. CG&S_ I I / <br /> Place— i <br /> 4.0' Min. or Score Mark (Typical) Install New CG&S <br /> I l <br /> �6•' - y I \>. (Typical) <br /> - -� (Min) TruncatedI,cp 1 '� <br /> 8.33% roe°e 8.33% m Domes <br /> - - (Max ) °° (Max.) N RAMP LIP DETAIL <br /> o°�Y°��ee°e <br /> AT FLOWLINE Front Edge <br /> of Sidewalk Widen Sidewalk <br /> Front Edge (Flowline) ° I� as requiredj C+ <br /> g ( Sidewalk <br /> (F ° �\ <br /> IFY'~ Flowline) <br /> 1 Adjust Existin 4.0' (Min.) Retaining Curb 'p. <br /> A f g as necessary <br /> J SDI to Final —see Romp Lip Detail, this Sheet / ,i C <br /> TYPE 3 RAMP FL crude 5�, �2% — - - _ — � <br /> 8°r` <br /> 10% Max. slope at <br /> 2 R & D Exist. CG&S <br /> curb face (Typical) <br /> Install New CG&S (Typical) SECTION A—A <br /> R o Place Truncated Domes Place Truncated Domes — <br /> at Curb Romp per Retaining Curb as necessary al Curb Romp per <br /> m R.S.P. A88A (Typical) Fat back edge of Sidewalk R.S.P. A88A (Typical) <br /> y <br /> Conform at Existing Expansion <br /> A Joint or Saw Cut and Conform TYPE 5 RAMP <br /> at Existing Weakened Plane Joint <br /> — 4.0• Min. or Score Mark (Typical) <br /> 8.33% Iti 8.33% I n x <br /> (Max.) o°la88e (Max.) <br /> Existing Top of Curb <br /> 3.5' 4.0' 25_' 4 0' Existing Flowline <br /> —18.33% var <br /> A —Front Edge — _ _C35•, _ _ —3.5" <br /> F —J of Sidewalk 4" (Min.) Aggregate Base SECTION B-13 SECTION C—C <br /> Class 2. Compact to a minimum <br /> A TYPE 4 RAMP (Flowline) relative compaction of BO%. <br /> m (Typical) <br /> 0 <br /> COUNTY OF SAN JOA UIN NO SCALE RAMP DETAILS CENTRAL STOCKTON sheet No. <br /> Q ACCESSIBILITY IMPROVEMENTS 4 of 24 <br /> DRAWN BY DATE PROJECT ENGINEER i..DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />