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GENERAL NOTES <br /> /. Asphalt Concrete used far payem<nt <br /> CSS/, repair Sha// be placed iir layers <br /> which do not exceed <br /> Limits of clear/79 and Grubbing compacted thickness. <br /> P/acgmsat of the first /oyer of <br /> 6' <br /> 4'1 F /2' <br /> Aspha/t Concrete Surfcacinq sha// <br /> � riot begin until Aspha// Concrete <br /> 24' Pavement Reinforcin Fabric used irr parement repair has <br /> 9 been /n pace For a minimum <br /> of S6 ho vis, <br /> Ycrc ya Vo'r voT 3. Asphalt Concrete sha// be placed as <br /> ConFoim Vdr• a� �� mor hated below: <br /> �/. \ Conform D.90'A, C. Thickness - Two (.0) layers <br /> _ _ _ __ _ _ _ I of approximate --57u,71 /h/e -less with <br /> -J <br /> pavement reinforcirq fabric Getween <br /> O 20%1, G (Typ,) the layers, <br /> 3170 4/106r Back/ny O 90 Aspha/t -oncrefe 0. 40' A. C Thickness- Three (3) layers <br /> Over/ay of approximate equa'/ fhickiless wilh <br /> Existin Roadwo pavement reii�Forcinq Fabric between <br /> 9 i the second crud top /aye,- <br /> *Limits o/ ma//box -;f superelevat/ons exist on <br /> ,-e/o ca tion horironta/ Curves, the new <br /> TYP/CAj- SEC 7/0/V sha l c iForeHl fOde�stincJ9e <br /> S/a 240 " 00 to S/o 929 +50 S. Suiyey Monument Frames crud <br /> 'k0. 40 - S/a. 29Dt00 /o Sto900f00 ha// 371x, ea: ,o <br /> r'nished <br /> grade <br /> at S/cr. 290t27t <br /> Sto. 9200-00 /o S/0.926*00 and 347 90�*SJt. <br /> '0. 5a'- 3& 290"0o to S/a300"OD E-Yac/ /oca/ion /o be de}errr/ir�ed <br /> by the engineer. <br /> Sta. 920"00 to Sta 926 FOO <br /> F <br /> O m <br /> a � <br /> b <br /> m <br /> (n o <br /> a <br /> E <br /> m <br /> A <br /> = COUNTY OF SAN JOAQUIN /YOSGa/e TYR/CAL SECT/ON �OPPfROPOL/SROADRESURFAC/NG Sheet No. <br /> /2S'mi. E/o ✓acX- Tone Rd to Duncoo AV. of S <br /> Drawn By Data I Project Enafnaer Dara Checked Dm. Submitted Date PrTl jtecammended Data <br /> c% S. //9D (/-�Ca �� ��t. a 7 x/90 '. wvo / � , T/re <br /> I I <br />