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130.51 <br />13057 <br />1 29.1 8 <br />MASONRY WALL <br />PROPOSED EDGE <br />OF PAVEMENT <br />1,53 65 <br />134.70 <br />X00 <br />N �� 5G <br />9 <br />130,34 <br />31.8% <br />133.660 F1 <br />1 <br />V 131.3` <br />1 31 .30 <br />S= <br />18 <br />0.79 AC. <br />19 <br />0.84 AC, <br />SEE SHEET,17 <br />SEE SHEET 7 <br />c <br />52 + 67.39 <br />51 + 44.10 <br />S <br />C � <br />\�----moi <br />20 <br />F- <br />0.94 AC. <br />` ,1 <br />0 <br />0 <br />125.00. �- <br />3.81 <br />°6 <br />_ <br />126.84 ,tipSEE <br />Iw <br />7 <br />¢ <br />3, 91 <br />a <br />0 <br />4 FG <br />0 <br />0� <br />z <br />31. <br />12 <br />6s <br />A <br />z <br />64 <br />z <br />V) <br />w <br />21 <br />2 <br />0 <br />131.' <br />kde <br />PROPOSED EDGE <br />OF PAVEMENT <br />1,53 65 <br />134.70 <br />X00 <br />N �� 5G <br />9 <br />130,34 <br />31.8% <br />133.660 F1 <br />1 <br />V 131.3` <br />1 31 .30 <br />S= <br />18 <br />0.79 AC. <br />19 <br />0.84 AC, <br />SEE SHEET,17 <br />SEE SHEET 7 <br />c <br />52 + 67.39 <br />51 + 44.10 <br />S <br />C � <br />\�----moi <br />20 <br />0.94 AC. <br />` ,1 <br />0 <br />0 <br />125.00. �- <br />3.81 <br />°6 <br />_ <br />126.84 ,tipSEE <br />SHEET <br />7 <br />¢ <br />3, 91 <br />a <br />0 <br />4 FG <br />0 <br />0� <br />z <br />31. <br />V) <br />A <br />z <br />64 <br />z <br />w <br />21 <br />2 <br />0 <br />I X BLDG <br />a <br />1.07 AC. <br />x <br />i <br />} <br />I U <br />i.E. <br />FG <br />0 <br />3 <br />r <br />13'1.02 <br />.69 <br />U <br />13.i 3` <br />132. <br />153.11 <br />1 3 2 <br />3.35 <br />132.84 <br />1 52. 3 <br />THE FULL WIDTH OF ROAD WIDENING SHALL BE PAVED. <br />STRIPING AND <br />MARKERS SHALL BE USED TO DELINEATE THE TAPER. <br />13C <br />SEE SHEET 30A <br />FOR DETAILS. <br />134.99 1-54.49 <br />p <br />EX. DRIVEWAY <br />13 <br />1..-i1.' <br />ct <br />135.06 <br />CITY OF <br />TRACY <br />COUNTY <br />OF <br />SAN <br />JOAQUIN <br />33.2 <br />Q <br />K <br />V <br />1.97 <br />w <br />1.2.9: <br />U <br />H <br />a <br />3.10 <br />I <br />1, <br />.2 <br />13 45 <br />3 z <br />PROPOSED EDGE <br />OF PAVEMENT <br />1,53 65 <br />134.70 <br />X00 <br />N �� 5G <br />9 <br />130,34 <br />31.8% <br />133.660 F1 <br />1 <br />V 131.3` <br />1 31 .30 <br />S= <br />18 <br />0.79 AC. <br />19 <br />0.84 AC, <br />SEE SHEET,17 <br />SEE SHEET 7 <br />c <br />52 + 67.39 <br />51 + 44.10 <br />S <br />C � <br />\�----moi <br />20 <br />LD <br />31 <br />1.14 AC. <br />22 <br />1.04 AC. <br />Np <br />1J1.34 <br />131.6 <br />131 .52 <br />131 .56> <br />SEE SHEET 7 <br />I <br />I 1 <br />a <br />T?6.6 T <br />I <br />,tip 5 m <br />r <br />I rn <br />44 <br />I1 <br />I <br />r <br />N <br />1 O <br />1 + <br />.0.25% <br />12.80 2? 84 7C <br />GO <br />so <br />LANE <br />a A�� <br />VIN 126.22 <br />I1 <br />E N 1 <br />128.60 O <br />5,0.25% �Q P�� t - <br />I u6.15 <br />4 7iy'\ � 170 t <br />S 1 �o <br />N ASE L I 1 <br />121.96 <br />O <br />'2814 1 <br />I <br />II TYP.) , 1 10' P.S.D.E. � 24 <br />/� , 24s <br />1 /TII <br />128,40 1 <br />I �1 <br />II I I <br />231;&02 <br />21 <br />I i2a.11� <br />1 <br />1.12 AC. 148.54, 1 <br />125.661 <br />II 1 <br />I I I\ <br />I I <br />i <br />I I p F <br />I 12V. <br />LEACH FIELD <br />I I 8000 SO. FT. <br />130\ 12 <br />128.46 <br />1 28.70 <br />25 <br />SWALE SE� DETAIL <br />SHEET 28 TYP.) <br />128.90 <br />125.14 <br />A' <br />FM <br />1 <br />12%.68 1 <br />77.54 <br />0.94 AC. <br />` ,1 <br />125.00. �- <br />3.81 <br />°6 <br />_ <br />126.84 ,tipSEE <br />SHEET <br />7 <br />3, 91 <br />132 <br />4 FG <br />0� <br />33.2 <br />A <br />64 <br />F K HOUSE <br />21 <br />6 <br />I X BLDG <br />1.07 AC. <br />x <br />LOT D <br />i.E. <br />FG <br />3 <br />133.26/ 133.06 132,65 <br />13'1.02 <br />.69 <br />13.i 3` <br />1 x.81 <br />153.11 <br />30.98 <br />3.35 <br />132.84 <br />THE FULL WIDTH OF ROAD WIDENING SHALL BE PAVED. <br />STRIPING AND <br />MARKERS SHALL BE USED TO DELINEATE THE TAPER. <br />SEE SHEET 30A <br />FOR DETAILS. <br />134.99 1-54.49 <br />EX. DRIVEWAY <br />Fs -28 <br />135.06 <br />35.60 <br />LD <br />31 <br />1.14 AC. <br />22 <br />1.04 AC. <br />Np <br />1J1.34 <br />131.6 <br />131 .52 <br />131 .56> <br />SEE SHEET 7 <br />I <br />I 1 <br />a <br />T?6.6 T <br />I <br />,tip 5 m <br />r <br />I rn <br />44 <br />I1 <br />I <br />r <br />N <br />1 O <br />1 + <br />.0.25% <br />12.80 2? 84 7C <br />GO <br />so <br />LANE <br />a A�� <br />VIN 126.22 <br />I1 <br />E N 1 <br />128.60 O <br />5,0.25% �Q P�� t - <br />I u6.15 <br />4 7iy'\ � 170 t <br />S 1 �o <br />N ASE L I 1 <br />121.96 <br />O <br />'2814 1 <br />I <br />II TYP.) , 1 10' P.S.D.E. � 24 <br />/� , 24s <br />1 /TII <br />128,40 1 <br />I �1 <br />II I I <br />231;&02 <br />21 <br />I i2a.11� <br />1 <br />1.12 AC. 148.54, 1 <br />125.661 <br />II 1 <br />I I I\ <br />I I <br />i <br />I I p F <br />I 12V. <br />LEACH FIELD <br />I I 8000 SO. FT. <br />130\ 12 <br />128.46 <br />1 28.70 <br />25 <br />SWALE SE� DETAIL <br />SHEET 28 TYP.) <br />128.90 <br />125.14 <br />A' <br />FM <br />1 <br />12%.68 1 <br />77.54 <br />' <br />` ,1 <br />125.00. �- <br />12 .06`1178.14 <br />°6 <br />126.84 ,tipSEE <br />SHEET <br />7 <br />