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RLW GENERAL NOTES <br /> 1. Measurement for Payment shall be made <br /> in linear feet and at beginning and end of <br /> Limits of Clearing and Grubbing new sidewalk, adjacent to the flowline. <br /> Exist. I 2. The Begin Curb Return (BCR) is the most <br /> Curb & Westerly Side of the intersection. <br /> V-6" 4' Gutter Exist. Roadway Exist. C.G. & S. 3. Expansion Joints shall be placed where <br /> new sections of sidewalk or curb, gutter <br /> and sidewalk conform to existing sidewalk <br /> New i or curb, gutter and sidewalk. <br /> Sidewalk 4, All new sidewalks are to conform to <br /> adjacent existing sidewalk widths, except <br /> as noted (minimum 4') <br /> J . <br /> - -� - - - - - - - - - - - - - �G - -- Ali ��Qr� — <br /> �– — — — — — — — — —I— — — — CIL_IL-❑ <br /> m <br /> TYPICAL SECTION <br /> v <br /> m <br /> Retaining Curb — <br /> NW Place Typical <br /> Max. Payment Width Handicap Romp— <br /> F for Lown (Sod) <br /> y <br /> o y Exist. Curb " <br /> 0 0 1,_6.. 4' <br /> & Gutter Exist. Roadway <br /> o F Install Lawn (Sod) as <br /> required to restore \ <br /> > ad cent areas New 4" Concrete 2' <br /> K M Sidewalk Exist. Light Pole to 1' <br /> ym remain. Pole shall be t 4' <br /> double wrapped in 1 i' <br /> expansion font material <br /> d _ <br /> prior tplacement of <br /> � — � concrete sidewalk. <br /> c 6" I 111 1 IEIIFJI IIFI I <br /> �_ %�?✓i�,�/,��/��j — — — Back of Wolk <br /> Native Soil compacted to Class IV Aggregate Exist. C. & G. <br /> \ \ <br /> 90% relative compaction Subbase compacted to <br /> u, for a depth of 6 90% relative compaction <br /> n '�;���, 3 Place P.C.C. <br /> Sidewalk <br /> R, TYPICAL SIDEWALK DETAIL <br /> m <br /> DETAIL 1 <br /> COUNTY OF SAN JOAQUIN No SCALE CONSTRUCTION DETAILS SIDEWALK SAFETY "GAP" PROGRAM, Sheet Na. <br /> PHASE 2 2 of 6 <br /> ��D��R�AWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br /> �rG1I7zv �Z �'. <br />