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I <br />0 <br />YL Const <br />3' 8' <br />11' Left Turn Lane <br />Cold Plane Pavement <br />0.25' and Place <br />0.25' HMA Overlay <br />Existing j <br />Roadway <br />Contraction Joint, <br />See Contraction <br />Joint Saw Cut <br />Detail on SP P16 <br />Transverse <br />Reinforcement <br />Longitudinal <br />Reinforcement <br />12' 11' <br />Left Turn Lane <br />Thru Lane/Right Turn lane I Lip <br />_Match Existing Slope <br />#6 Bars <br />1.00' CRCP —te) g Concre <br />0.25' HMA Tt►N <br />CONTINUOUSLY REINFORCED CONCRETE PAVEMENT DET�LL <br />Sto 19+37 to Sta 21 +02 <br />15' 10' <br />0.25' HMA <br />MA <br />-- LnIJIIIIy Roadway <br />Isolation_.Qa w <br />See Isolation Joint—Dzta <br />.311- this &kee <br />1" <br />Joint Seal --- <br />CRCP Surface 1 <br />HMA <br />SSMI , <br />R=J" (TYP) <br />" to i" <br />Notes: <br />Openings in CRCP must be formed prior <br />to placing concrete. Boring of concrete to <br />create openings will not be permitted. <br />REINFORCEMENT MODIFICATION AT <br />Conc <br />PCK <br />V WD <br />HMA <br />MAINTENANCE HOLE <br />Sta 20+ 12 <br />— Joint Filler M rial <br />TERMINAL JOINT TYPE A ISOLATION JOINT DETAIL AT H CORE) [,THAWING <br />MAINTENANCE HOLE iyr Ica kmsc , <br />a,_ <br />Af VW� <br />aW0* <br />COUNTY OF SAN JOA UIN NO SCALE CONSTRUCTION DETAILS THORNTON ROAD RESURFACING Sheet No. <br />Q (DeBroggi Way to 3,000' North of State Route 12) 9 of 11 <br />I_ DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />i <br />_Scott Yamada 10/2023 7uwa ea Sa6ee6 11/2023 � >% 11/2023 <br />I <br />