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car. QQ <br /> 32'-54d: 32'-54t CQTAS'f. - <br /> 32'-54t 32'-54t <br /> 2'-4- 8 24 X24 8 2 -4 1. 8 -10 t 24' 24. 7'-8' 1. <br /> i <br /> Conform yor, `Var• V°r+� , Conform <br /> ` �' Va�.� Vor. I` <br /> �y°r. �-" I Va_r.� Varma <br /> Shoulder Backing - 0.17' A.C. 0.17' A.C. Shoulder Backing - -- - - - - - - - - - -- --- - -' <br /> Existing Roadway 0.17' A.C. 0.17' A.C. <br /> SHOULDER DETAIL A Existing Roadway <br /> Const. (UNLESS NOTED ON PLANS) SHOULDER DETAIL D <br /> 32'-54d: 32'-54t See Schedule (UNLESS NOTED ON PLANS) <br /> See Schedule <br /> 8'f 24 24' 8'f R. & D. Existing A.C. Dike <br /> 00 10.06' SHOULDER SCHEDULE Place A.C. DRce(Type A)(Typ.) <br /> v <br /> aDETAL <br /> `Vor Vor. Vqr,- vary �. <br /> Stu. o+zo to sm. a+oo A <br /> Sta. 8+00 to Sta. 12+55 C <br /> 3 <br /> 0.17' A.C. Stu. 12+55 to Sta. 13+60 8 0.17' A.C. Overlay' Existing Roadway Sta. 13+60 to Sta. 26+90 A PlaceC. Dike <br /> g ALL DIKE AREAS DETAIL B Sta. 26+90 to Sta. 29+00 D CrrPe <br /> N <br /> o m LEFT Sta. 29+00 to Sta. 36+85 A _ <br /> (UNLESS NOTED ON PLANS) Existing A.C. Dike <br /> 9 Sta. 36+85 to Sta. 38+60 D — <br /> See Schedule To Remain n aceyp. <br /> m RiIPl (T ) Sto. 38+60 to Sta. 41+04 A1 <br /> Exist. Roadway <br /> Stu. 41+04 to Sta. 41+40 D <br /> car. sta. 45+05 to sta. 58+75 D DIKE REPLACEMENT (Typical) <br /> 32'-54d: 32'-54t Sta. 60+10 to Sta. 66+38 C NO SCALE <br /> 8't 24' 24' 8'd: Stu. 0+20 to Sta. 7+15 A <br /> 0.06' 6' Sta. 7+15 to Ste. 12+80 C _ - <br /> Sta. 12+60 to Sto. 12+80 D <br /> 1 1� I `yar `Vor. Va_ r. Vo__ JIYP�{ Sta. 12+80 to Sto. 26+95 Affl <br /> _ (� _ � RIGHT Sta. 26+95 to Sta. 27+90 D — - - - pa � <br /> N - � <br /> Sta. 27+90 to Sta. 41+40 A <br /> Ol/o3/oG E+ s n-us <br /> 1 0.17' A.C. Sta. 45+05 to Sta. 48+25 C - - e <br /> ss Existing Roadway <br /> S Sta. 48+25 to Sta. 54+00 D 1p g►U <br /> AL PAVED FRONTAGE AREAS DETAIL C <br /> Sta. 54+00 to St . 58+75 A <br /> 00 (UNLESS NOTED ON PLANS) Sta. 60+10 to Sto. 66+38 C <br /> 1' �n See Schedule <br /> *Sta. 45+05 to Sto. 46+05(Rt.): (12'f - 8't) Peter D. Martin <br /> a ' **Sta. 60+10 to Sta. 66+38(Rt. k Lt.): (Place Shoulder Backing: 2'-4' to Conform) RCE 38465 <br /> COUNTY OF SAN JOA UIN No SCALE SHOULDER DETAILS EL DORADO STREET RESURFACING Sheet 13 <br /> Q (I-5 to Stockton City Limits) 3 of 13 <br /> DPABN <br /> By <br /> DATE PRQIE ENMUR DATE 04ECKM DATE M"WAAL IREWTd. DED ENDATE <br /> 1�p 09 � ,1t�03 �6a'In•(,.d7L.'IA� ���a3 <br />