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B23n <br /> TE GENERAL NOTES <br /> COgi7� / The shoo/der backing materia/ shall be a <br /> I minimvnr thickness of 0.B9 ' within the 4' <br /> •Limshoulder area. The contractor shall <br /> ifs of C/soling {' 6ivbbiny, Eoitbwork (Mist. Arear� excavate and dispose of the native <br /> 4 4 /0 ' /O' 4 Sh/d. 4' material, where necessary, to provide <br /> Sh/d <br /> For this thickness. <br /> 2. The contractor shall corrdvet his earth- <br /> work and shav/der hac.Ping operations <br /> k Iday, as fo not disturb or odsfruct any <br /> 8% Var. Vor. B'ie existing diaina9e. <br /> Cdr•., ''�, Imo- /'v: <br /> S. Where *upere/ovations exist on irorizota/ <br /> --- - - T - - - -- - - -- J curves the new surface *tope and <br /> - <br /> - - — - drainage shat/ conform to the existing. <br /> shoe/dei Backing O.f/i9spha/t Concrete <br /> T See Note w/ Existing Roadway <br /> ( YP�)( ) Exs �" 'A.C. -Sta. Sfr00 to Sta-f7r/9f <br /> TYPICAL SEC riON <br /> 'Limits of Mailbox Relocation ta. 0-30 o )a.S7+/9+ <br /> O <br /> D <br /> a Tia 0.el'A.0. T o�_ 0./0 'A.C. /9't rrans. <br /> I F O Place //O 4.f-A.C. Dike <br /> I C (Type C) See S. P. A79 O Bi No. /680 <br /> \ V h c Pipe Downdroini <br /> y to remain in p,hce. i H <br /> 3 S4 Sl — -di I IV1741 51 ff A6 S7 <br /> 0 T <br /> rm yt <br /> H m ts LEGEND j <br /> ® Variable Depth A.C. ,4t P. Trans. o <br /> h <br /> a V <br /> a <br /> m BEG/NN/NG Of PROJECT END OF PROJECT <br /> o COUNTY OF SAN JOAQUIN NO SCALE 7YP/CAL SECT/ON e PLAN MACKWLLE ROAD Sleet No. <br /> State h'wy. 88 to Molrelvrnne Riit'r Bride of <br /> Drawn By Date I Project Engineer Date I Checked B Date A roval Recommended By I Date I Deputy Director Date <br /> ✓s. 3/86 T/•zW '/e6 y� , > 3/Se S. S . 2-/-e->ti.-2 <br />