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N <br />v <br />D <br />m <br />rn <br />z <br />0 <br />v EP (New) <br />0 <br />Ln <br />z <br />N <br />s N <br />LEGEND: <br />O <br />Detail <br />6 – <br />Centerline <br />ODetail <br />19 – <br />No Passing Zone–One Direction <br />ODetail <br />HECK <br />22 – <br />No Passing Zone–Two Direction <br />Aguilar 9110 <br />Detail <br />27B <br />– White Edgeline <br />O <br />Detail <br />27C <br />– White Edgeline <br />© <br />Limit <br />Line <br />– White Stop Bar <br />v EP (New) <br />0 <br />Ln <br />z <br />N <br />s N <br />ID <br />N <br />N EP (New) <br />t4' <br />GRANT <br />4 1 x <br />4' <br />G R A N T <br />EP (New) <br />dOlS <br />L I N E <br />62+70J— <br />Grant Line: Sta 62+89 <br />Hansen: Sta 200+00 <br />EP (New) <br />L I N E <br />R 0 A D <br />1 <br />Conform <br />Sta 200+56 <br />STOPn <br />Conform <br />Sta 199+44 <br />I I <br />to Rt Edge Line (Typ) <br />4' (TYP)� — — — <br />EP <br />STOP LEGEND/Lff�98T LINE HARKINGS (TYP) <br />* 1't to EP where no Rt Edge Line is present <br />R 0 A D <br />EP (New) <br />EP (New) <br />OI <br />Co <br />o <br />N <br />t-, <br />+1 <br />�1 <br />DRAWN BY DATE PROJECT ENG EER <br />LI <br />I <br />ID <br />N <br />N EP (New) <br />t4' <br />GRANT <br />4 1 x <br />4' <br />G R A N T <br />EP (New) <br />dOlS <br />L I N E <br />62+70J— <br />Grant Line: Sta 62+89 <br />Hansen: Sta 200+00 <br />EP (New) <br />L I N E <br />R 0 A D <br />1 <br />Conform <br />Sta 200+56 <br />STOPn <br />Conform <br />Sta 199+44 <br />I I <br />to Rt Edge Line (Typ) <br />4' (TYP)� — — — <br />EP <br />STOP LEGEND/Lff�98T LINE HARKINGS (TYP) <br />* 1't to EP where no Rt Edge Line is present <br />R 0 A D <br />EP (New) <br />EP (New) <br />OI <br />Co <br />4 <br />PLAN <br />001 i <br />SCALE IN EET <br />DRAWN BY DATE PROJECT ENG EER <br />DATE <br />HECK <br />N <br />ECtOM ENDEDL. <br />Aguilar 9110 <br />o <br />cV <br />v <br />ID <br />N <br />N EP (New) <br />t4' <br />GRANT <br />4 1 x <br />4' <br />G R A N T <br />EP (New) <br />dOlS <br />L I N E <br />62+70J— <br />Grant Line: Sta 62+89 <br />Hansen: Sta 200+00 <br />EP (New) <br />L I N E <br />R 0 A D <br />1 <br />Conform <br />Sta 200+56 <br />STOPn <br />Conform <br />Sta 199+44 <br />I I <br />to Rt Edge Line (Typ) <br />4' (TYP)� — — — <br />EP <br />STOP LEGEND/Lff�98T LINE HARKINGS (TYP) <br />* 1't to EP where no Rt Edge Line is present <br />R 0 A D <br />EP (New) <br />EP (New) <br />OI <br />Co <br />4 <br />PLAN <br />001 i <br />COUNTY OF SAN JOAQUIN <br />o 50 <br />o <br />STRIPING <br />PLAN <br />SCALE IN EET <br />DRAWN BY DATE PROJECT ENG EER <br />DATE <br />HECK <br />DATE APPROVAL <br />ECtOM ENDEDL. <br />Aguilar 9110 <br />j <br />m <br />N <br />... o <br />I 04 aD <br />ID <br />COR, <br />�LD t� � <br />cc, tions By <br />Nn r "nnrfeS By <br />Any Person Using This Drawing Should Verify <br />410.29e, <br />All information By inspecting The Site Of Worl, <br />ro <br />c N ; <br />County <br />o�OFESS/gy� <br />D <br />r No. 38465; <br />it Exp. 3-31-11 k <br />qF CI V11- <br />OF CAS <br />Peter D. Martin <br />Registered Civil Engineer <br />GRANT LINE ROAD IMPROVEMENTS <br />(Mountain House Parkway to Byron Road) <br />DATE <br />�✓v. d. J <br />Sheet No. <br />8 of 10 <br />