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0.35' A.C. Overlay <br /> 00 LO <br /> o <br /> 50' rD+ + �o <br /> Trans. 1") L()• rn m aC <br /> 20' o ° ° °m <br /> + V) (n ° <br /> �0CD <br /> 0.35' AC 60' A.C_ 60' A.0 ° <br /> 0 0 ° Trans. Trans. Conform <br /> ° Overlay o o Sta. 1 +00 0.08' 38'f <br /> 100' A.0 - .25' A.C. <br /> o <br /> 0 0 /, j Trans. y <br /> E 25' 0) 25, : 0.00' ��� o Overlay <br /> 0 i <br /> w <br /> 13 � 0 O � � 0 o n Const ^ —�,, / A rn <br /> co 0 M o 0 0 / EP <br /> v o <br /> --�-- 0 0 0 0 o <br /> ,. Zn <br /> < ' +i Overpass Bridge +I ° " — --------------- -- ---- � ' /, iv / / j i_v� <br /> r� E <br /> � No. 29C-136 `'f ` Zo 96+00 97+00 98+00 N ' " ' ' 9+60 - /C. Dike torExist. A.C. Dike to nEP <br /> o ° remain in place (Typ.)on place (Typ.) Conc. sidewalk,o Exist. M.B.G.R to <br /> 1remain in place (Typ.) Conform 008' 38't 1 <br /> NING OF PROJECT N a <br /> E LEGEND r <br /> ° i/ ' Variable Depth Asphalt Concrete Overlay z N <br /> D o 0.00' Depth Asphalt Concrete Pavement Planing <br /> Q- <br /> D U <br /> ■ Limits Asphalt Concrete Pavement Planing <br /> R Conform to Existing Radii <br /> z 0.04 Depth of Asphalt Concrete <br /> y Variable Depth Asphalt Concrete Overlay <br /> A over Pavement Repair (24'x36') <br /> D <br /> F <br /> 0.25' A.C. Overlay 50 0.35' A.C. Overlay 50' 0.25' A.C. Overlay <br /> Trans. 0 Trans. 0 \, <br /> -� <br /> Ln <br /> _ + <br /> M � a o <br /> EP Const. <br /> z ° c <br /> 0o <br /> EP <br /> o o \ <br /> v N v° v, <br /> 10/ <br /> Cq CN <br /> 103+00 104+b // 105+00 ' iv 108+00 109 /, 110+00 111 +00 N <br /> N <br /> O <br /> z EP EP / EP EPS <br /> COUNTY OF SAN JOAQUIN NO SCALE PLAN LATHROP ROAD RESURFACING Sheet No. <br /> (State Route 99 to Austin Road) 4 of 6 <br /> DRAWN BY if LDATE I PROJECT ENGINEER DATE CHECKED DATE suBMR7ED DATE APPRV RECOMMENDEDI DATE <br /> n _ <br />