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i <br /> � Consf. <br /> �Umils of CAeori i and Grubbing <br /> and EorthwonF Roodwoy lf'idening <br /> �24f' Powement AWIMOm:ng robr:c <br /> Conform 3.5Y—•t.SY I .13Y—.SOY Conform <br /> �4 2X <br /> po (ryP) E,rsr; ,�, 0.50•AspharY concrete <br /> EC. <br /> /m rteo 8brmw n9 lYobning (TyP•� g <br /> rfJ i - <br /> Caftf <br /> !Wow,,.. <br /> 0.25'Asphalt Concmte Omw*y <br /> `f <br /> • Lamas of Ah:/Daw ReAacaton <br /> TYP/C,& SECTJD/V <br /> 510. 162100 to 510. 212110 <br /> L:L"A/ERAL r1fO7Z�3' <br /> Const. <br /> 1. A// eorthwnrA; except for Rno/ grodfig of MM <br /> P show,*,- Dac*sAaoes shall de compkid-d prior to <br /> $ placing finished course of Asphar Concrnte. <br /> aD 2. Povement Reinforcing )WIV shall De placed Detewn 12' 12' <br /> yrhe lo}ars whom rhe Asphalt Concrete ow/74V <br /> th/cAness is greater than 0.12' Edge of Powrmenr <br /> 3. Placement of Aspha& ConsreM Surfacing Shoff not <br /> Degan unci/ASPhW Cantle& MSdd for Powement Edge of rlvmtsd #'ay <br /> A°bpo:r hos Dern :n place for o minimum of M hours <br /> 00 m f. A mowe if 0 shade fi-m Ma. 197t5Llt, 17' Lr. <br /> Cl. 3 5 Service 7&iphone Ahnholis of Ma169t87Y, 19Y Lt.// f79t7,i 16!t��, 54a• qS,�A <br /> ri aro' Ma jfit? -4k16Y Lt. shall he adjusted Dy others <br /> o'Mr cnrripAeton of fasurfac:ng. <br /> 5. MY Spnhklar rbm* Detwern SYo. 188t5Qt and Lkiectlon of rrumw ===Epo. //AT <br /> vSYa 187t2Rt 19.5Y LL sho// :n+ P/Mv. ff 7YPICL F1C <br /> m be x(?e�» radf <br /> p DANE LAYOUT <br /> DAVIS <br /> ODERFonINR Sheet No. <br /> N❑ SCALE SECTION z of 4Z <br /> COUNTY OF SAN JOAQUIN TYPICAL300N0 UPR.R. oAmad <br /> Drawn By I Date Project Engineer Date I Checked Date Submitted Date ro a ecommended Rate <br />