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GENERAL NOTES <br /> / Asphalt Concrete between Sta. ArA00 and Sta. <br /> COi dt. 21+/4- shall be placed in two layers of <br /> approximately equal thickness. The tap layer <br /> Lim12S Of Clearing 4mo` Orubbimg shall not be placed until the /empeioture at <br /> mid depth of the bottom layer /s 160°f orlesa. <br /> */2 /6 /6 ' 2. Favemem/ feinforcin9 Fabric shall be placed <br /> between the layers of asphalt concrete from <br /> 24' Pavement keinForcing Fabric 3t2a2t00 to Sta20490 and on the exisling <br /> pavement From Styr. ,9 20 /o Sto: /2+00. <br /> ConFO/rr I Canforrn <br /> I. XW5110g parel"ent rnar(ers mar remain in <br /> Val-. Uar. _ place where overlay thickness is 0. 25, or <br /> Val� — Val create% <br /> 4 /✓10nun7emt Frame and Corer at Sta. /2f S2_ <br /> o.: : .. + <br /> _� d <br /> - <br /> ---- - ---- - Sha// be ad/usted to grade af5`er paring <br /> S/iov/derBackiry <br /> 0./7'A.C. overlay (51a. 7,17a to Sto. /2,1-00) is completed. <br /> (Typ) 0.3f A.C. over/ay (Sto/2f00 to Stat/+/S) S. The coatioetor sha// obtain an encroachment <br /> Existing Roadway perorit Frans Caltrans. For work within <br /> the State R/W. <br /> *4'-Sta/9�30to Sta.2/f/s �Ze) 4?ECORiD C� AWIN81 <br /> C Krections By _ <br /> TYPICAL SECT/ON N ChangesBy <br /> 5/a7+70 to Sta21f0- `»e - <br /> F No scale Pt Person Usir;; Thi; M <br /> AT Pt, <br /> L� irspecb R The iSf e'�`�P oork, <br /> k SO I <br /> C O.17'A. C_ /00, Trams, 0.Y,4-'A. C. Trans. 0 <br /> 0 Trams <br /> 4 2S e2S $1 <br /> � Constiuc tion *� ? , <br /> lV a N <br /> 9 e e / /3 b e /9 20 ; 21 <br /> > E.P. LEGEND EP ,Q ConForm J� <br /> M ® Vaiia6eje'-De,t34 Aspha7t Ctrrf@,*e'yW <br /> R Conform to existing radii x� <br /> sca/e in veer ■ Locgt/on of Asphalt Coherefe P/amimg <br /> A 0 0 eo /20 0, 00 Depth of Asphalt Concrete Planing j <br /> f <br /> m <br /> 8E6/NN/N49 OF PROJECT END OF PROJECT <br /> -t TYP/CAL Secr1ON TllORNTON ROAD RESUiS'F/iC/NG Sheet No. <br /> COUNTY OF SAN JOAQUIN AAID PLAN State Rovte /Z South /,400 of 3 <br /> Drawn By Dot* I Pro)•et Engineer I Dale Chocked Date Submitted Data I Approval RecommendedDate / <br /> L/87 �,y ra/87 G�87 �• f <br />