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Const <br /> — Lim/fs of C/2arl iy and Grubbing <br /> 8' /2' /2 ' 4" <br /> 22'Pavemen7' Reinforciny Fabric <br /> pr. ar <br /> Conform o` ar. <br /> vp r <br /> ..a ..� . . Con m <br /> for <br /> Var. De nr <br /> Shou/de H7Backingsting Rogdway •Aspha/f Concrete Overlay <br /> Var. Dep M <br /> Shoulder Backing <br /> Sta. 17,,50 to St-a 33150 Rt (See Genera/Note #2) <br /> Sta. 17,130 to Sta. 33,,25 L t Sta. //t00 to Sta. /7160 Lt rE Rt <br /> S/-o. 3,3, 25 ,4o Sl-,?. 62+86 Lf. <br /> LEGEND TYPICAL SEC TION Sto 33 +-50 fo Sfa. 621-8S Rt <br /> ♦ 0.17'- S,1a. 11100 to Sl-, 34100 Sta. //,,00 fro Sfa. 62,,85 <br /> O Z5- Sta. 34t 00 1-o Sta. 62+66 <br /> GENERAL NOTES <br /> High areas belween Stn. 62,100 -to Sta. 3 exi <br /> Aspha/,, ConcreAe used for pavenfen,1 6 l✓he,e sup¢re/evations it on <br /> 6Z+B5 in Me ".9h,4 /.One sha// be co/d repair Sha /1 be placed in layers wh.ch horizontal curves' lLhe new surface <br /> planed as directed by the Engineer. do no,1 exceed 0. 60' in compacted Slope and drainaye shall conform <br /> Thickness. <br /> 2. EXcpva fed materia/ from shou/der area fo existing. <br /> be/ween Stq //100 and Sta. 20+00 (Rt) ¢ Placement of the first /aye, of As hal,1 7 Povemen/' Rein forc:n <br /> m <br /> Shall be used as shoulder embankmen{' Concrete surfocin sha// not be :n /aced on aInAi-c sur aacecinhallbe <br /> reas <br /> co needed on for eo ca the project. Full until Aspha/t Con9 c1e used in 'gavemne Y' where the Aspha/t concrete Thi c.En ess <br /> m conpensa tion for excova titin and p/a cin9 r¢paiY has been :n place fa, a P»:nimum is 0. /7' or less and shall be p/aced <br /> excess, na sldele7' comp/e te, in place sha // f between fhe layers where the Aspha/,1 <br /> a be considered as Inc/u ded in the un/t bra, <br /> 36 /yours. <br /> M prices paid for the various contract concrete thickness is 9,eaie.e than 0./7' <br /> items of work and no further allowance 5. EXistiny pavement markers may rema/n <br /> W'// be made therefor. /n place where asphalt conc,ete 8. l6"St Survey Monument Frame E <br /> Sn MIS area shou /der backing materia/ Overlay thick9r. <br /> ness is 0.25' or reafeover a/ Sta. 36+65Ex <br /> !. act /ocat/on <br /> sha// be placed at a rate of 3 Tans/ to be determined by the Eng:necr. <br /> S,1o. /Side and spread uniform/tJ on the <br /> y 4' shoulder sec/-/¢n imm¢dia,1e/r1 odJo r¢ a ,1 <br /> M <br /> x <br /> 0 o COUNTY OF SAN JOAQUIN /VO SCALE TYPICAL SECTION MLIIW'-oOADrivetRESURFA�C/NG 2e t o <br /> Drawn By oat. Proper Eneingr Dare Checked naw. Submitted oar. "�Provpl Recommended Date <br /> C"aroP2 yI9/ .�-fa.�e.t 7/9/ S r 9/ >91a�yaL,�vao ��/f� z�7L <br />