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Match existing <br />Broom finish adjacent curb cross <br />section <br />— / Slope <br />4" <br />(Min.) <br />Aggregate Subbase., <br />Class 4', <br />compacted to <br />a min. <br />relative compaction <br />of 90 <br />Six — 5/8" x 24" long steel dowels, greased and: wrapped one <br />side through every expansion joint <br />Curb, Gutter and' <br />S as directed- on <br />�k Maximum Payment Width for <br />Maintain Existing Lawn (Sod) <br />I'y 1�-4' <br />4 0 <br />g Score <br />Place Lawn 12° <br />(Sod) as 6" <br />required to (Typ) <br />restore <br />adjacent area 4" (Min) Aggregate <br />Subbase, Class IV <br />Under New Sidewalks (Typ) <br />10 1/2'0. <br />\A • -.. , <br />NOTES: <br />1. Construct expansion joints at <br />20' maximum intervals, at <br />ends of curb returns, and at <br />each side of fixed objects. <br />2. Transverse weakened plane <br />joints shall be constructed at <br />12' maximum intervals. <br />3. All radii are 3/4" unless <br />otherwise noted. <br />4. Curb, Gutter and Sidewalk shall <br />have a fine broom finish. <br />Curb <br />Height Varies, <br />Match Existing <br />Adjacent Curb Cross <br />Section <br />24" long steel <br />dowels greased and wrapped <br />one side through every <br />expansion joint. <br />Damage to sprinklers shall be repaired within 48 hours <br />Elmwood Avenue <br />Sto 11+07 — 11+67 <br />Sta 20+36 — 20+93 <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER <br />Denise C,riffith 3/14 Ike®.�--/,�.�-r, <br />Sidewalk Repair Schedule — Oxford Way <br />Begin Station <br />End Station <br />Location <br />Length (Ft) <br />10+63 <br />10+75 <br />Right <br />12 <br />13+97 <br />14+09 <br />Left <br />12 <br />14+44 <br />14+56 <br />Left <br />12 <br />16+20 <br />16+26 <br />Left <br />6 <br />23+26 - <br />23+35 <br />Left <br />9 <br />26+14 <br />26+44 <br />Right <br />30 <br />26+92 <br />26+95 <br />Left <br />3 <br />27+50 <br />27+56 <br />Left <br />6 <br />28+35 <br />28+59 <br />Left <br />24 <br />30+07 <br />30+10 <br />Left <br />3 <br />30+41 <br />30+44 <br />Left <br />3 <br />31+94: <br />32+00 <br />Right <br />6 <br />32+07 <br />32+25 <br />Left <br />18 <br />33+86 - <br />34+13 <br />Right <br />27 <br />See Modified Roll <br />Type Curb, Gutter, <br />and Sidewalk Detail <br />this sheet <br />Sidewalk Repair Schedule — Elmwood <br />Avenue <br />Begin Station <br />End Station <br />Location <br />Length (Ft) <br />10+30 <br />10+55 <br />Left <br />25 <br />11+07 <br />11+67 <br />Left <br />60 <br />11 +37 <br />11+40 <br />Left * <br />3 <br />16+39 <br />16+42 <br />Right * <br />3 <br />16+81 <br />16+87 <br />Left <br />6 <br />17+80 <br />17+86 <br />Left <br />6 <br />19+22 <br />19+28 <br />Left <br />6 <br />20+36 <br />20+93 <br />Left <br />57 <br />22+92 <br />22+98 <br />Right <br />6 <br />23+32 <br />23+35 <br />Right * <br />3 <br />24+32 <br />24+44 <br />Left <br />12 <br />24+83 <br />24+92 <br />Left <br />9 <br />26+26 <br />26+32 <br />Left <br />6 <br />28+8 <br />28+88 <br />Left <br />6 <br />30+22 <br />7 <br />30+30 <br />Left <br />3 <br />30+32 <br />30+41 <br />Right <br />9 <br />30+85 <br />30+94 <br />Left <br />9 <br />31+09 <br />31+15 <br />Left <br />6 <br />31+54 <br />31+66 <br />Left <br />12 <br />31+96 <br />31+99 <br />Left <br />3 <br />32+57 <br />32+75 <br />Right <br />18 <br />32+62 <br />32+80 <br />Left <br />18 <br />32+96 <br />33+14 <br />Right <br />18 <br />33+04 <br />33+07 <br />Left <br />3 <br />* Gutter repair locations around SDI <br />Expansion joints per <br />Existing ���\\� // � standard drawing <br />Curb and � number CW—C3 <br />Gutter <br />CURB AND GUTTER TRANSITION DETAIL <br />No SCALE I CONSTRUCTION DETAILSEl <br />DATE CHECKED DATE <br />� AVENUE &OXFORD <br />WAY RESURFACING ( <br />Sheet <br />Noo <br />(Mission Road <br />to I'ershinq <br />Avenue) <br />6 of <br />7 <br />