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s <br />0 <br />rn <br />-n <br />0 <br />CL <br />0 <br />0 <br />eb <br />a <br />CA <br />o n <br />� D <br />� o <br />O T� <br />i m <br />z <br />a <br />3 <br />W M <br />s <br />N <br />N <br />O <br />P <br />CL <br />v <br />v <br />r m <br />F= <br />z <br />O <br />0.17' A.C. Overlay <br />A O' <br />S a„ <br />n <br />� bQ <br />uyh <br />0.17' A.C. Overlay <br />C A ' <br />V <br />rk--_ ;o <br />RAILROAD CROSSING AT SIXTH STREET <br />Railrrond <br />94 <br />W <br />40' - 8' 1. <br />30'- - 30' <br />'-urve <br />ertical Curve <br />Vertical Curve vertical Curve <br />+ Firfished <br />OD <br />Finished C.L. <br />+ <br />00 Gr <br />Grade n <br />N ? w <br />0 <br />j � " <br />+o <br />� <br />EVC <br />CP <br />± <br />c. <br />95.37 9.� <br />3 BVC= <br />BVC= <br />94.71 <br />29% °% - Level <br />95.37 <br />- 00�; <br />Roadway Excavation <br />� <br />V <br />rk--_ ;o <br />RAILROAD CROSSING AT SIXTH STREET <br />Railrrond <br />94 <br />W <br />90 +80 13+00 <br />Assumed Elevation = 91.54 <br />(Exist. S.D.I. Grate) <br />+20 +40 +60 <br />PROFILE <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER I DATE <br />C)T11G6711 �21 1 O�/08 w ° I &'/'Ile? <br />+80 14+00 <br />NO SCALE <br />DATE <br />40' - 8' 1. <br />30'- - 30' <br />'-urve <br />ertical Curve <br />Vertical Curve vertical Curve <br />+ Firfished <br />OD <br />Finished C.L. <br />+ <br />00 Gr <br />Grade n <br />N ? w <br />0 <br />j � " <br />+o <br />� <br />EVC <br />CP <br />± <br />0.17' A.C. <br />95.37 9.� <br />3 BVC= <br />BVC= <br />94.71 <br />29% °% - Level <br />95.37 <br />- 00�; <br />Roadway Excavation <br />� <br />S. <br />CVC= <br />�s3 g 94.13 <br />00 & 0.30 A.C. Base <br />+ <br />�� No <br />+ <br />(Type B) <br />+ <br />0.30 A.C. Base <br />o o <br />33 <br />EVC= <br />(Type B) <br />3 <br />0 92.6.8 <br />0.17' A.C. <br />Overlay <br />Vor. Depth <br />A.C. Leveling <br />Exist. Groun <br />Profile <br />(Type B) <br />90 +80 13+00 <br />Assumed Elevation = 91.54 <br />(Exist. S.D.I. Grate) <br />+20 +40 +60 <br />PROFILE <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER I DATE <br />C)T11G6711 �21 1 O�/08 w ° I &'/'Ile? <br />+80 14+00 <br />NO SCALE <br />DATE <br />RAILROAD CROSSING AT SEVENTH STREET <br />Rnil nnri <br />M <br />94 <br />'A <br />.A <br />Vertical <br />-40. 14'30' <br />30' 30' <br />'-urve <br />sq, <br />n <br />Vertical Curve Vertical <br />+ Firfished <br />OD <br />C. L. + �3 + <br />+ <br />00 Gr <br />de <br />EVC = <br />�3 <br />� VA <br />u y� <br />0.17' A.C. Overlay <br />BVC= o <br />± <br />0.17' A.C. <br />Overlay <br />54' <br />`l 0' <br />50' <br />1629 CVC= <br />Roadway Excavation <br />� <br />-� <br />A.C. Leveling <br />00 & 0.30 A.C. Base <br />+ <br />�� No <br />+ <br />(Type B) <br />+ <br />O0 (Type B) <br />o o <br />33 <br />-' -06, <br />73 <br />cin <br />RAILROAD CROSSING AT SEVENTH STREET <br />Rnil nnri <br />M <br />94 <br />'A <br />.A <br />Vertical <br />-40. 14'30' <br />30' 30' <br />'-urve <br />Curve <br />Vertical Curve Vertical <br />+ Firfished <br />OD <br />C. L. + �3 + <br />+ <br />00 Gr <br />de <br />EVC = <br />�3 <br />93.59 <br />BVC= o <br />± <br />Level <br />1 93.54 <br />00% <br />BVC=. <br />1629 CVC= <br />�6��° <br /><� <br />92.29 <br />0.30' A.C. Bose <br />-.3.00,- EVC= <br />90.89 <br />(Type B) <br />0.17' A. <br />.Overlay <br />Vor. Depth <br />LA.C. <br />Exist. Ground <br />Profile <br />Levelin <br />(Type B) <br />+20 88 +80 13+00 +20 +40 +60 +80 14+00 +20 +40 <br />PROFILE Assumed Elevation = 93.51 <br />(South East Corner of PCC <br />Planking) <br />CONSTRUCTION DETAILS BANTA AREA STREETS RESURFACING Sheet No. <br />(F Street, Sixth Street, Seventh Street, Stoneridge Drive, & Rocky Point Court) 5 of 8 <br />APPROVAL RECOMMENDED DATE <br />