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� Gbnst. <br /> — •Liinifs of C/eonl g and Grubbing <br /> Refer to Sh/d. 2I Refer to Shfd. <br /> Oefoi/s Sheet Oetoi/s Sheef <br /> No. 9 20' Pavement Remforcinq Fabric No. J <br /> I <br /> I <br /> _ ua� Y¢r� <br /> Existing Roodwoy <br /> •Aspho/t Concrete O✓er/oy • Limits of Mailbox Re%otion <br /> • Woodbridge Rood <br /> O 17' - Sto. 8400 10 Sto. 8,485 <br /> TYP/Cr4L SECT/O/V 0.21' - Sto. 19100 to Sta. 66,450 <br /> O 95' - Sta. 9145 to Sfo. 18111 <br /> Woodbfidge Road Sta. 774O to Sta. 67125 N. 99 F1-a17ta0e Rood lEl <br /> N. 9.9 Frontage Rood KE.� Sta. 7271LOO to Sto. 797-A5o 0.17' - Sla. 735100 to Sto. 7j7*00 <br /> 0.95' - Sta. 727492 to Sta. 794135 <br /> Refer to P/ons Sheets for <br /> i <br /> GENERAL NOTES vg1717t1017s in 00ve177e17t widths. <br /> 0 <br /> i D 1. A// eo1-lhwonh except for final grading of the shoulders; sho// be completed,01701- to p/acing <br /> a finished course 0f gsphalf concrete. <br /> v � <br /> Materia/s used for Shou/der Bockiiig shot/ be Se/ecled Mafero/" (Top 501V at the following locations. <br /> Woodbridge Rd. of Sfo 25400 to Slo. 261-50(Z Sfo. 95450 to Sfo. J8450(Ct� Sto. 59450 to <br /> 5/0. 54425(L t.,). <br /> a <br /> J Asphalt Concrete shall be p/aced os noted below.• <br /> O. 17'A.C. Thickness - One (lf /oyer with Pov�menf Reinforcing FabnC p/aced on existing pavement. <br /> M 0.11' <br /> 2A.C. Thickness - Tw0 (2.) /17 of 7pp1-0x1;77atefy equo/ thickness with Pavement Reinforcing Fabrc <br /> 0 p/aced on the existing pavement. <br /> Q <br /> D O.J5'A.C. Thickness - Two (2) /Dyers of oppioximofe/y equo/ thickness with pavement reinforcing fabric <br /> N 3 between the foyers <br /> 1-1 <br /> A Placement 0f the top layer of Asphalt Concrete surfacing sho/1 not begin unG% the next /ower <br /> /oye1- hos been in place for o minimum of 96 hours <br /> N A 5. Pavement Markers sho// be removed where overlay thickness Is less than 0.25: <br /> D <br /> fTl <br /> A <br /> coUN1'Y OF SAN JOAQUIN N❑ SCALE TYPICAL SECTION WOODBRIDGE ROAD RESURFACING Sheet <br /> (S.R. 99 to Kennefick Road) <br /> Drawn B Date Project Engineer Date Checked Date Submitted Date p Recommended Date <br /> yam B. $dwny 11195 <br />