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Ex Sting SDI to <br /> remain in place Conform at Existing Expansion Joint or <br /> f� Sow Cut and Conform at Existing Weakened <br /> Existing Stop Sign to \Plane Joint or Score Mork (Typical) <br /> - � �� <br /> remain inT lace ical\ <br /> p ( YP ) Place 3' CG&S ;13 , R&D existing ramp and <br /> R & D Exist. CG&S— �� `� replace with vertical CG&S <br /> Transition (Typical) � <br /> _ Irrl Install New CG&S � <br /> rrr'7 (Typical) Adjust <br /> Adjust Existing SDI <br /> I � to final FL Grade <br /> T <br /> 5% 1g rrl —Existing joint pole <br /> to remain in place <br /> Existing Fire Hydrant to e <br /> remain in place (Typical) q: <br /> ti <br /> Conform at existing <br /> Front Edge of Sidewalk \� ra, Expansion Joint <br /> - -��v- ---- �' (Flowline) R = 10.5' <br /> 7.8" <br /> Existing Water Valve to--- 2.2 , <br /> remain in place (Typical) Replace damaged sod <br /> as necessary ` <br /> i <br /> —Existing Street Sign (Typical) <br /> to remain in place <br /> i <br /> W FAIRFAX RD <br /> E <br /> _ Front Edge of Sidewalk � <br /> (Flowline) R = 53.2' <br /> ;r n __24.5' <br /> R o Existing SDI to <br /> ^ I_ -------- remain m place \` <br /> a m — �� <br /> a ----- _ SPF <br /> Place Truncated Domes � <br /> at Curb Ramp per <br /> R.S.P. A88A (Typical) ------- ------- <br /> - <br /> 69 <br /> ^ - - ------ A <br /> w <br /> ____________ <br /> A Saw cul existing sidewalk <br /> as necessary for placement Existing Sign to <br /> of scoremorks (Typical) remain in place (Typical) <br /> u, <br /> v <br /> p-C f FAIRFAX RDZBERKELEY AVE <br /> Cn <br /> 0 <br /> COUNTY OF SAN JOAQUIN NO SCALE SPECIAL RAMP DETAILS ACCESS TR L TOCKTOMENTS Sheet 24 <br /> AT <br /> DRAWN BY DATE PROJECT ENGINEER DE CHECKED DATE APPROVAL RECOMMENDED DATE <br />