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■ <br />0.25' Planing <br />Roadway Surfacing <br />Place 0.25' HMA <br />+ N <br />�n L o <br />N <br />O m00 <br />Conform _ <br />00 <br />N <br />z N 65 N "' 6E <br />-t- <br />s <br />t!) <br />E L N <br />Limits of Planing <br />Roadway Surfacing <br />00 <br />Existing EP <br />200' Bridge No. 29C-124 200' <br />Reconstruct Existing AC Pavement <br />e _ <br />Reconstruct Existing AC Pavement <br />, 711 T 711 71 <br />75 N <br />U <br />� U <br />-R & D 202 LF Existing h <br />E o <br />E o <br />Const AC Dike. Place 202 LF + <br />o 4 + <br />, <br />o Q, Const <br />Dike (Type A) <br />oC (D:�HMA <br />o Existing MBGR <br />Face of <br />Dike <br />0 m <br />oversrde dam'„ <br />U m to remain EP <br />.-t <br />200' <br />Reconstruct Existing <br />N <br />n <br />0 <br />N <br />M <br />-Existing MBGR <br />to remain Conform Conform <br />@ Bridge CSD Bridge <br />Deck Bridge No. 29C-124 Deck <br />ivement <br />Finished Existing <br />Grade Grade <br />70 <br />S T R E E T <br />200' <br />Reconstruct Existing AC Paveme <br />Existing Finished <br />Grade Grade <br />_.------------ <br />___--------- <br />LO.75' HMA <br />66 67 68 69 <br />AC PAVEMENT RECONSTRUCTION PROFILE <br />■ <br />0.25' Planing <br />Roadway Resurfacing <br />Place 0.25' HMA <br />C) <br />_ <br />o 00 0 <br />a� <br />J <br />N <br />1 � N 71� 3 <br />O <br />N <br />M <br />X I'd <br />04 N N N <br />Limits of Planing <br />00 Roadway Surfacing <br />.S a3 <br />0 <br />u tiff <br />L0.75' HMA <br />i <br />70 71 <br />0.25' Planing Roadway Surfacing <br />Place 0.25 HMA Sa3 <br />Approx R/W Limits a Z a �--- <br />NE -HA`� rro <br />u} <br />Const C + N <br />Limits of Planing Existing EP o � ” o END PROJECT <br />Roadway Surfacing U r1_ <br />COUNTY OF SAN JOAQUIN NO SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />rbt <br />�nccnt �i Oct2019 �✓��,11-Z/- t <br />RECORD DRtTN G <br />Corrections By <br />No Changes <br />Date <br />/any Person Using This Drawing Should. <br />All Information SY Inspectir iq The Slte Of <br />20 <br />72 1 Sta <br />Q�,OF ESS /O <br />Z <br />Uj No. 83958 <br />C/V I�- <br />F OF CA0 <br />atAMA 7R)).a <br />Awni Taha <br />RCE 83958 <br />PLAN AND PROFILE EL DORADO STREET RESURFACING Sheet No. <br />(Interstate 5 to Stockton City Limits) 1 9 of 11 <br />CHECKED BY <br />DATE <br />�1/zI /i9 <br />CD <br />N <br />,,,, „, ,,,,,,,, <br />73 74 <br />, 711 T 711 71 <br />75 N <br />0 <br />a <br />N E L <br />D O R A D O S <br />T R E E T N <br />o <br />a� <br />a� <br />------------ <br />(� <br />X <br />City of <br />V— <br />r- <br />ii <br />Limits of Planing Existing EP <br />5.J. COUNTY Stock <br />M <br />00 <br />Roadway Surfacing <br />.� . . <br />z <br />0 <br />COUNTY OF SAN JOAQUIN NO SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />rbt <br />�nccnt �i Oct2019 �✓��,11-Z/- t <br />RECORD DRtTN G <br />Corrections By <br />No Changes <br />Date <br />/any Person Using This Drawing Should. <br />All Information SY Inspectir iq The Slte Of <br />20 <br />72 1 Sta <br />Q�,OF ESS /O <br />Z <br />Uj No. 83958 <br />C/V I�- <br />F OF CA0 <br />atAMA 7R)).a <br />Awni Taha <br />RCE 83958 <br />PLAN AND PROFILE EL DORADO STREET RESURFACING Sheet No. <br />(Interstate 5 to Stockton City Limits) 1 9 of 11 <br />CHECKED BY <br />DATE <br />�1/zI /i9 <br />