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31 - 0 1 15° 9° 24° 2011 <br /> INSTALL EXP. JOINT 1 /2 : 12 <br /> MONOLRMIC SURFhCE TROWELED AS ROD. (5/8" DIA. X , <br /> sN SURFANo ROWO D 3„ I6" R 24" DOWELLS 14" O/C) 1. •_ ° 1-�1 " . 6N <br /> 3 <br /> p <br /> 4" a 411R. --- - 41.- 1 _ 3 I /411 p. <br /> DOUBLE STRENGTH CONC. PIPE , /� <br /> ------ °• . ° p. 6 3/411 18 VARIES\ ' <br /> \\ CONC. POURED AROUND PIPE p <br /> \\ <br /> `vr,P t <br /> 24" 18 11 18 11 <br /> 4" SAND CUSHION <br /> p TYPICAL SECTION OF CURB , GUTTER , 12" <br /> AND SIDEWALK EXCEPT AT RETURNS <br /> N <br /> 0 <br /> 6 c. <br /> - ? - <br /> 2'-8" ROUND - <br /> 31 - 011 611 18 r '4 <br /> O e � c <br /> INSTALL EXP. JOINT <br /> EXISTING CATCH BASIN DETAIL LJ <br /> j <br /> MONOLITHIC SURFACE TROWELED AS ROD. (5/8" DIA. X o m 1" <br /> usnwoTN AND aRoornED 411 24" DOWELLS 14" O/C) •-'a- 2 C C c. <br /> '" ------- Place dbl. layer of V-6" <br /> a 411 • p. , a. F3 /4 <br /> 6,.x6"-W1 .4xW1 .4 New <br /> �--------------- •• - pwelded wire fabric \ Drain Pipe <br /> — 11 <br /> SIDEWALK NOTES with 6" overlap <br /> • 1 . MATCH SPACING OF EXIST. <br /> -- CRACK CONTROL JOINTS. at joint. <br /> 2. INSTALL EXP. JOINTS AT ALL j <br /> B.C. AND E.0 OF RETURNS AND 6", Min. (Typ.) <br /> �1 2411 <br /> 12" 2411 AT BEGINING AND END OF NEW / <br /> v SIDE WALK. MAX SPACING OF <br /> Pouf CIoSS B Concrete <br /> EXP. JOINTS SHALL BE 50 FEET. <br /> collar to connect pipes <br /> f TYPICAL SECTION OF CURB , GUTTER, as shown. <br /> }� p AND SIDEWALK AT RETURNS Existing Drain Pipe <br /> m PIPE CONNECTION <br /> P DETAIL <br /> COUNTY OF SAN JOAQUIN 3/4" = 1•-O" Construction Details Douglas Road Curb Ramp Retrofit sheet No. <br /> 6 of 7 <br /> DRAWN BY DATE I nPR�OJECnTeeENGINEER DATE CHECKED DATE �" �SUBMITTED DATE 7777 APPROVAL COMMENDED D TE <br /> Jared PecFal 6/00 A`.N✓✓Li..w�� /UJ 'oj w O&OW / /1 1 3 jv <br />