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0.25' 310' 306' 0.25' <br /> A.C. Overlay A.C. Trans. A.C. Trans. A.C. Overlay <br /> Sta. 74+00 to Sto. 78+80 (Lt.) 306' <br /> orthwork Misc. Areas — Type 1 Eorthwork (Misc. Areas — Type 1) <br /> 150' 150' 0 200' <br /> Sag Vertical Curve Crest Vertical Curve o Socked Concrete Slope Protection <br /> + 3 2 <br /> C) 1 3 150' 150' <br /> °°o Place 40 L.F. 36"� C.S.P. 0 26't o , + Crest Vertical Curve Sag Vertical Curve N, <br /> (0.109" Thick). S=Level + Driveways (Type F) w o o M ± ` <br /> See SP 97A for Clean Exist. 40 <br /> co 0 Nil + " + 1 <br /> N Coupling Details 36"e CMP � r) < o < <br /> co n EP CD <br /> CD -S ,.....� <br /> ___ ____________________________ _, u_ Exist. Conc. Headwall cu <br /> TURNER ROAD <br /> rt76 7 7 79 0 8 8 J rt <br /> Z <br /> p v:, •Union Pacific RR Z <br /> Exist. RR signal '''° PUC 004-107.90 <br /> 0) + to remain (Typ.) DOT 8338635 �EP + 00 <br /> CD <br /> m 0 O O o 0 0 <br /> Construction <br /> 0 <br /> X42' X25' <br /> 1A <br /> i <br /> 0 630' <br /> 0 <br /> Earthwork (Misc. Areas — Type 1) <br /> and A.C. Leveling <br /> n <br /> D <br /> 0 <br /> ° <br /> o Assumed Datum: <br /> �, <br /> CL - <br /> n ; Elev. = 20.85' Top of Monument Box 0 <br /> 4M D 30 Roy Rood Intersection (Sta. 89+15 ) Railroad 30 <br /> L4 s <br /> i M +__ + Exist. Pavement <br /> 0 N 0 N Profile <br /> + L4 ; w m _ Final Pavement <br /> C:) t"= _ oo � + + PrFofile <br /> 25 w - -iQ C) OD N o 25 <br /> D N O OD N <br /> a N + C7 + + } _ + -< + <br /> + _ __ o <br /> `o _ Ov _ m _ m O __ O <br /> r /� as `o o _ Planing Planing v <br /> \/ 1 < rn <br /> cn 20 n - ------ --------- 20 <br /> o ------------- _ A.C. Leveling <br /> (Type A) <br /> ^ m <br /> � m <br /> M zPZ ST 76 77 0 78 o ao so 79 80 81 82 <br /> v�C COUNTY OF SAN JOA UIN PLAN AND PROFILE TURNER ROAD RESURFACING Sheet N0. <br /> Q HORI. SCALE IN FEET (Jacob Brack Road to Davis Road) 7 of 12 <br /> DRAWN BY DATE PROJECT ENGINEER DATE - HECK DATE APPROVAL RECOMMENDED DATE <br />