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82329 <br /> C049f <br /> Limits of Clearing and Grubbing <br /> 2 48 Pavement RihForcirry rubric 2 <br /> * �la' 7rarric Lane /O'TroFFicLane /a' 7rofSnic.Lane /O' Traffic Lane{ <br /> See Edge of /' //— /f' <br /> Pavement De tai/ �\ ,I Var. I Van Vac Var /Existing Curb <br /> Existing Roaa'way� <br /> 0.2/' Aspholt Concrete (sta. 4 -00 /o S/o. el t00) <br /> See Planing Detail 0.17'Asphal/ Concrete (Sta. 2/F00 /o S/a. 38 �21) <br /> TYP/CA L SEC 7'/ON <br /> kirk Ave. to Delaware Ave. <br /> ata 4r 00 ,"o Sta. 3B *2S <br /> GENERAL NOTES <br /> 1. Pavement Repair - Asphalt Concrete <br /> used For pavement repair shall be <br /> placed in loyers which do not <br /> exceed 0. JO' in compacted <br /> thickness, <br /> 2. Placement of asphalt concrete <br /> Existing Curb �� Eristinq Curb sulfating shall not begin unci/ <br /> \ and Gutter <br /> and Gutter \ p' p p // ' aspall- concrete used ipavement <br /> IJ repair hos been in place <br /> For a <br /> �+ Fiin'shed Surface <br /> z - -- i Existing SurFac=�\ minimum oP 96 hours. <br /> --- - <br /> to 3 I---- _- - - - - - --- Conform 3. Planing Of aspho/t concrete <br /> m Grading Plane pavement shall continue around <br /> radii /o con Form location of <br /> o NOTE ' Asphalt Concrete Suf1acing intersecting streets. <br /> f006E OF PAVEMENT no/ shown For y. <br /> Clarit <br /> m DETA/L PLANING DETA/L <br /> o COUNTY OF SAN JOAQUIN /Vo SCALE <br /> TYPICAL SEC7/ONAND ALP/NE AVENUE Sheet f No. <br /> CON57R11C7*40N DE7A/43 I /fila Ave. fo Firink/in Aye., — <br /> Drawn By Date I Project Engineer I Date Checked By 7tjTApproval Recommended By Date I Deputy Director Date <br />