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M <br />M <br />�Clo�st. <br />I <br />•,L imifs o f Ole arin9 , Grvbbiny and ,E"ar fh work (Mis c A eea) (T,V�O e / <br />41 <br />_Var. a Var. � Von 6 Q/ <br />Corrf'vrm <br />r <br />o <br />/rnporled 8-)rrow —j EXistinq Roadway 0.23 As�oha/r` Concrete <br />(Trp-� <br />• Lirr�ifs of inai/box re%cation <br />Grave/ea' Shou/der _'ee 17nfe °*4 <br />R Cohlorrn to exis tinq radii <br />® Var depth A .. C. <br />♦ EXis fin9 pavennert sboll be <br />.61a yea' /o pro viae For 0. /0' wia. <br />asphalt e0174're to over/ay. <br />�I SU A4 <br />j' • Trarrs. � <br />Zl COD <br />� o <br />1�0 <br />b <br />O1 <br />� 0 <br />k <br />-) o <br />Stondord P/ar, ReFerences <br />A73 D87 -B <br />TyPiCAL SEC TION <br />Sta. 808f/0 to STa. 942-1-35 <br />2. <br />CUr�forrrr <br />4_ <br />D.ES/GN D.ES/GNAT/ON <br />W year - /99?) <br />l{DT= doeo T= 7% <br />O H. V. = X40 <br />D• °S6�o <br />SU Trans. � SQ Trams. <br />Bridge & l2Ss lo - <br />2r' rernarn /ri place. X21 <br />See sheet W1.9 <br />-� <br />20, for railing <br />de tai/s. � <br />862 <br />20' <br />J� F p Exis tir�9 Dike <br />Place 90,L.f. A. C. <br />Dike (Type C) <br />(7y -p- 4 Corners) <br />883 —� <br />�— Cori form <br />@ Ab ulmeni t F — 40' i <br />'Plcace Asphalt Concrete <br />oveeside <br />Misc. Areas). <br />...... I...... State - CounTy- Maintenance Line <br />(A pp rox)mafe% <br />Mote; The contractor shall obtain/ an <br />encroachrner7T permit from Ca/ - <br />Trans Yo,- Placing A, C. o eerlo y <br />B,EG/NN/NG OF P/?OJ.EC T S fa to ,4/vl! /0/. A N <br />ej� COUNTY OF SAN JOAQUIN <br />Drawn By Date Project Engineer Date Checked <br />NO SCALE <br />Date Approval Recommended <br />418 (- s - z • C -A -.C--4 <br />T YPJCA,C <br />A ND <br />By Date De <br />SIB, <br />chWeRAZ Nor.ES <br />Place survey Mornurnent f"rafies and Covers of <br />The following locations; Va. 834t9sr, Sta. 860¢ 91 <br />371a.887t41f, Sfo. 9/3t8ft, and 310.9¢Oa-32t. ,Exact <br />locution to be determined by the 5r7gmeer. <br />Ditch at the /V. VY. comer or Mariposa Rd. <br />Sha/i be egvo/ in size to existin7q ditch. Fvll <br />compensation for cor7structi,7q ditch 9170/1 be <br />considered as irnelvdeo' in the Corrtru T L-117719 <br />,orice paid for 11?e177ov1r/57 C'oncre'te and r7o <br />seParote pa ywerr t w/// be made f/iere For. <br />L imi/s of work shc/// cordo, -177 /a iac e of dike <br />wrrere existir/y A. C, dikes are fo re1nah7 in,o/4Ce. <br />6,—ave/ed sho u/der sha// be corns tructed by <br />U17/100rm/y p/acinq shoulder hacking mafei'io/ <br />at c>n rate of 1. SC. Y per Station <br />(ems, h side). The completed shoulder shall be <br />i'lush with the edge of pavernenf <br />irrrporfea' Barroir - The rna,4er/a/ sho// be 0 cloy <br />type rr�aferio/ selecteo' for its ability to resist <br />erosior7. R- Valve aad Sand Bgviva/er7f requirements <br />shall be waived For this rrlaterictl. <br />6. pavement markers may remain in <br />loloce where overlay Thickness is 0.2�' or <br />greafe� �' <br />SO �Trons. � �l <br />L %r/ <br />E`xrstin g dike lo �2S / i/ br <br />r,B/l7ain in p/ace <br />0 94Z <br />Conform--�-�. �`�•� `��/= -� <br />h. � D. existing P. C.C. <br />—O���� �� Box and Headwalls. <br />Z -v'3 inq fence fo l <br />\ i (Rerr/o V117 Corvc°rete } <br />remain in place, <br />OFESS/0N <br />Construct Dileb � l� Conf'orrn q/ <br />(See Note ** 2)CC <br />W a <br />G No. 21258 -+ � <br />� = a <br />V C/v1\- - <br />� �j£ Of CA0��� <br />s-EC770/v <br />R1,A N <br />;v Director Date <br />,END OF PROJECT� <br />`�--- --^/.- - <br />UACK TOME ROAD sheet No. <br />State 11igh wa y 4 lo Mariposa AV <br />