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0.21 ' A.C. Overlay <br /> Sto. 31 +49 Armstrong Road = See Sheet 8 for Frontage and <br /> Sta. 4+73 MiCke Grove Road — — — — Drainage Improvement Details. <br /> Construction <br /> New E.P. 4 (TYPO / d L4 (TYPO <br /> m m Ot <br /> 31 <br /> =30 32 rn rn 40 41 42 rn <br /> z - <br /> R� <br /> 25' A 4' T New E.P. � <br /> i Existing PG&E vault ( YP ) <br /> to remain in place. Const. 18" Dia. S.D.I. MiCke Grove Road <br /> (Misc. Facilities) – <br /> o Const. 18"ci Dia. S.D.I. Sta. 4+70, 30' Rt f 40 f T 30'f� <br /> (Misc. Facilities) 50' A.C. Construct 18" SDI (West side). I <br /> a n Trans. Construct 18" SDI (East side). <br /> n Sta. 4+63, 40' Lt. Existing sign to Grate elevation shall be a min. <br /> 1 25+'� remain in place. of 0.20' lower than the East side. I Conform to natural grade. <br /> v m 16' 16' 29'f 1 18't <br /> > �08 3�2 t p <br /> i Existing PG&E vault r� Place As halt Concrete <br /> to remain in place. Salvaged Backfill (Miscellaneous Areas) <br /> A z Material (Typ.) <br /> p m <br /> lfu� A A A A A/V/V/v/ /v/� X X v v 1� in. Cover <br /> 6" Dia. /221 <br /> N Drain hole. <br /> (TYP ) S=Level <br /> 6', <br /> T Place 70 L.F1 12. ( YP ) <br /> 0.�pQ o0O 12" Dia R.C.P. (Class IV) ^ o o T <br /> N ARMSTRONG ROAD 1 -1/2 x 3/4" Clean Refer to SImprovement r <br /> Crushed Rock (Typ.) Standard Noo.CR.. R-29 for <br /> 1 � Trench Backfill NOTE: <br /> Resurfacing not shown <br /> �A SECTION A—A far clarity. <br /> _ m STORM DRAIN DRAIN INLET(S.D.I.) EQUALIZER EQUALIZER <br /> t o �. <br /> Sta. 4+63 to Sta 4+70 — Micke Grove Road <br /> COUNTY OF SAN JOAQUIN NO SCALE PLAN ARMSTRONG ROAD IMPROVEMENTS I sheet No. <br /> (West Lane to North 99 Frontage Road West) 1 6 of 10 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL ECOMMENDED DATE <br />