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R/W <br />SLOPE TO MATCH <br />NATIVE GRADE.(TYP.) <br />25' <br />50' <br />16' <br />0.92' <br />2.5" A.0 <br />2% <br />6" TYPE "A"- AC DIKE (TYP.) <br />CALTRANS STD. RSP A87 <br />SEE DETAIL <br />25' <br />- 16' 9.0' <br />0.92' <br />r- PRIMECOAT <br />2%—+ �- <br />8" A.B <br />50' STREET CROSS SECTION <br />NOT TO SCALE <br />R/W <br />R/W R/W <br />STORM DRAIN AND UTILITY LOCATIONS <br />EXISTING AC PAV <br />0 RANCH ROAD GASTri i ^ BRIVE STA. 12+50 TO STA. 25+90 <br />VINE LANE STA. 60+00 TO STA. 80+00 (30' PAVEMENT WIDTH) R/W 20' <br />nTnrrT <br />GREENWOOD WAY —-TSTA. 40+00 TO TA. 46+0 <br />LEAF DRIVE " `_ 1.1.E T STA. 40+00 0 STA. 47+00 (EXCE 0 VMARINO INE LANE ) 2Q <br />NOT TO SCALE 1' FOG --j �- <br />LINE — <br />R/W <br />SLOPE TO MATCH 13.0' — <br />NATIVE GRADE.(TYP.) <br />0.92 <br />6" TYPE "A"- AC DIKE (TYP.) <br />CALTRANS STD. RSP A87 <br />SEE DETAIL <br />25' <br />50' <br />2.5" A.0 <br />� % <br />25' <br />12' I 13.0' - <br />I� 0.92' <br />r-PRIMECOAT <br />8" A. <br />50' STREET CROSS SECTION <br />NOT TO SCALE <br />0 ACORN LANE E)RiR- E- STA. 49+60 TO STA. 57+57 <br />TREEHOUSE LANE BRIYE STA. 80+00 TO STA. 86+20 <br />BLOSSOM LANE dOSEPHINE r`n'"r STA. 20+00 TO STA. 26+00 <br />WATERWELL WAY r"' GENE BRIYE STA. 9+50 TO STA. 20+55 <br />R/W <br />SLOPE TO MATCH <br />NATIVE GRADE.(TYP.) <br />13.0' — <br />0.92 <br />6" TYPE "A"- AC DIKE (TYP.) <br />CALTRANS STD. RSP A87 - <br />SEE DETAIL <br />25' <br />50' <br />2.5" AX <br />� % <br />25' <br />12' 13.0' - <br />0.92' <br />r PRIMECOAT <br />2% <br />6" A.B. <br />50' STREET CROSS SECTION <br />R/W <br />R/W <br />NOT TO SCALE <br />0 ACORN LANE GRR nnivr CTA 48+00 TO STA. 49+60 <br />ACORN LANE ORR DRIYE STA. 57+57 TO STA. 59+50 <br />RANCH ROAD GASTr' i ^ DRIYE STA. 25+90.29 TO STA. 30+40 <br />WATERWELL WAY r"' E)NE DRIVE STA. 3+30 TO STA. 9+50 <br />WATERWELL WAY r"' 60NE DRIYE STA. 20+55 TO STA. 26+20 <br />R - 5 <br />T. 1. = 4 <br />G.E. = 1.22' <br />R=-5 <br />T. 1. 3.5 <br />G.E. = 1.06' <br />R/W L R/W <br />STORM DRAIN AND UTILITY LOCATIONS <br />(24' PAVEMENT WIDTH) <br />NOT TO SCALE <br />R/W <br />R/W <br />STORM DRAIN AND UTILITY LOCATIONS <br />MARINO DRIVED VINE LANE <br />NOT TO SCALE <br />PALMQUI ST ROAD <br />HAMMERHEAD DETAIL <br />PER SAN JOAQUIN COUNTY STD. PLAN F -1A <br />CL <br />12' <br />0 <br />42 <br />Sawcut Lines <br />0.55' Asphalt Concrete _jV <br />(Typical all sections) <br />2.20' Aggregate Base <br />Aggregate Subbase <br />Prime coat <br />(Typ. all sections) <br />RURAL ARTERIAL/EXPRESSWAY <br />EXISTING <br />BUILDING <br />} Sry SCALE: N 1 " = 40' <br />9a 1 <br />JSTALL 30 LF BARRICADE PER <br />;.J. CO. STD. R-24 TYPE "A" <br />4,vnii 8• <br />1 i <br />G. <br />1' Min. <br />r 2' <br />SHOULDER <br />e Aggregate base <br />shoulder may be <br />eliminated where <br />native soil "R" value <br />is greater than 30 <br />R=-5 <br />T.I. 11 <br />G.E. 3.34' <br />MAC ARTHUR DRIVE RIGHT OF WAY (PROPOSED) <br />Cent 'st)nc F}�;� <br />Sn Charigeb Fay <br />Date o(� p 7�-- - - Any Person Using This Drawing S- houl(J-je—rffy- <br />90 Inform8f nn Rv :ncnPMinr Th. cH,, ar �A/n1�. <br />NOT TO SCALE <br />R/W R/W <br />8" AB-/ <br />90% RC <br />ACCESS ROAD TO S <br />NOT TO SCALE <br />TORM POND <br />