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X-SJ-FAS 907 " Phase 2" h <br />TRACY ROAD <br />40' 40' FEo.ItoA TATE PROJECT N0 FIsaAL "Z' T" <br />g"T"ay.ta. i3 rc tt tto sMcen <br />7 JCALIFI 3907(l) 1 L2 1 10 <br />5' 12' 30. 4' 021 'x24' PLANT MIXED SURFACING 4' 12' 5 'COUNTY OF SAN JOAOUIN <br />P.M.S. SHLD. PM.S. SHLD. <br />County Need Caetni oeer <br />3, <br />Civil Engineer Lic " No.707T <br />3' <br />PE NET TR PENET. TR. STATE OF <br />EALIFORNIA <br />o.oa' <br />5 5z272Z <br />a <br />GUTTER GRADE Di"s Eno. Dist X <br />7/71 <br />GUTTER GRADE e e e e ° e <br />e • - <br />5z <br />e dor <br />QCT• <br />I Miw1 <br />EMBANKMENT OR IMPORTED BORROW T <br />N <br />e <br />o IMPORTED SUB-BASE MATERIAL <br />0.50'x 32' UNTREATED BASE Assistant Stes, Highway Engineer <br />Use super-elevations as directed by Engineer <br />TYPICAL <br />SECTION <br />STA. 0+00 TO STA. 27 + 00 <br />STA. 35+00 TO STA. 43 +00 <br />40' 40' <br />3'4 of 0.21 'x 24' PLANT MIXED SURFACING 4' 3' <br />PENET. TR. P. M.S. SHLD PM.S. SHLD PENET. TR. <br />0.08 <br />008'o <br />0.5 5 2% 29 57 <br />05 <br />Ji O o e <br />O O <br />I 4^ y(::f. u 77,07-7 c!i f. k'::Y}.. <br />77 <br />1 y/ <br />EMBANKMENT OR IMPORTED BORROW <br />IMPORTED SUBBASE MATERIAL <br />i\ <br />0. 50'x 32' UNTREATED BASE <br />Use super-elevations as directed by Engineer <br />TYPICAL Q <br />SECTION D <br />STA. 27+00 TO STA. 35 + 0 0 <br />STA. 96+00 TO STA. I I I + 00 <br />40' 40' <br />12' 4' Is 021' x24' PLANT MIXED SURFACING 4' 6' 3' <br />P. M.S. SHLD P. M.S. SHLD <br />3' z <br />PENET TR. PENETTA <br />o.oe' 5% 5z GUTTER GRADE2% 27.o.oa <br />hoc <br />I'll 0 o No MBANKM N IMPORTED BORROW <br />IMPORTED SUBBASE MATERIAL <br />0.50'x32' UNTREATED BASE <br />Use super-elevations as directed by Engineer <br />TYPICAL <br />SECTION <br />y <br />O STA. 43+00 TO STA. 60+00 <br />X- S-J - 907) <br />TYPICAL CROSS - SECTIONS <br />SCALE- I '13' j <br />T= 11 <br />r,