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M249 - M250
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M249 - M250
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Last modified
3/8/2016 3:11:19 PM
Creation date
1/22/2016 4:21:25 PM
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Improvement Plans
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Improvement Plans
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MICKE GROVE ROAD <br /> __ _ _.. <br /> INDEX OF SHEETS <br /> COUNTY O F SAN J O A �! t1 I N �a:L , ,E <br /> 1. 1007 ' S�-16-2 1964 1 2 <br /> SHEET NO. I TITLE PACE <br /> _ .._ <br /> / SHEET NO. 2 PROFILE <br /> DEPARTMENT OF HIGHWAYS <br /> brnitted <br /> S T O C K T O N , CALIFORNIA .8. WONG— R.E. [19 <br /> DEPUTY DIRECTOR OF PUBLIC WbRKS <br /> Pprov m___.._ �L_22�_�1964 <br /> VERNON F LE H M rr1'„ , 01loi,fnan <br /> 6oa;d o¢ Supktrvis�)is <br /> Jaatill Gc,vrr.ty . <br /> i <br /> Al <br /> P <br /> W I ro I �i <br /> y <br /> .a <br /> n,7 <br /> w <br /> — <br /> CTI <br /> t <br /> „ I 0 <br /> r <br /> AVFz <br /> ----- - <br /> _ BEGINNING OF PROJECT t <br /> LEGEND <br /> /"" N STA. 10 + 12- } Thro{Igh t ffic sho// be <br /> L. ti t IIjmaineali wol etween Ma��e Rd. _ e —ABBREVIATIONS -- <br /> east �nd. Ail nse Rd. west' ; <br /> 1 i R/W = Right of Way <br /> TYPE GRADE DESCRIPTION <br /> A.C. Asphalt Concrete <br /> ;'! I M11.K� �R(7 Ei i7 i�- ?94 .x •t;v +' n hO. Iia •, <br /> — --- --- - — ----- = Aggregate Base <br /> A Shall conform to design grade. F — A B <br /> Shall remain parallel to design rade. j Roan ��� <br /> I Aggregate Subbase <br /> 13 - May be above design rade. E. P = Existing Pavement <br /> MI K -Rov <br /> i I <br /> { q <br /> p g g f Pen. Tr. = Penetration Treatment <br /> C. May be above or below design grlade END OF PROJECT <br /> e O.G = Original Ground <br /> S <br /> Shall remain parallel to design grade. STA. 52 + 15 PC. c. = Portland cement Concrete <br /> C.P - concrete Pipe <br /> E.S. . <br /> D May be above and or below design I Extra Strength Concrete p <br /> - - ' P n <br /> Pipe <br /> F_ grade. Shall retain genera! Shupe 1 f R, C.P. Reinforced Concrete Pipe <br /> Of design grade, C. M. P = Corrugated Metal Pipe <br /> fC.M.P.A. Corrugated Metal Pipe Arch <br /> C.B. - Catch Basin <br /> field between arrows, i lr, - -- — �- E D. I. Drop Inlet <br /> Earthwork to be balanced n the <br /> s, <br /> s � M. H. Manhole <br /> I <br /> D r Sid* ram <br /> ' � 1 <br /> S - <br /> X—Dr. z Cross Drain <br /> T- i ry � „ RBD Remove and Dispose <br /> RBS - Remove and Salvage <br /> ! <br /> SY0.H. = Station Yards Overhaul <br /> 19 = SonJoaquinCounty Monument <br /> L. Flow Line <br /> rQ <br /> 111 ry <br /> rl <br /> LAYOUT PLAN a PROJECT LOCATION MAP ! <br /> SCALE: I" = 600' <br /> i <br />
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