Laserfiche WebLink
i <br /> Const. <br /> Limits of Clearing and Grubbing <br /> e2' X 10' 10' �- X e2' <br /> I{� 24' Pavement Reinforcing Fabric <br /> Q 04' A.C. (Typ.) <br /> (0.17' across intersections <br /> Var. Var. and Hwy. 99 to Anteros Ave.) <br /> Conform <br /> Ja ' <br /> 'R 3 . ------ - - - - - - - - -- - - --- - - - <br /> i S <br /> 0.17' Asphalt Concrete Var. Depth Shoulder Backing <br /> e4 — State Highway 99 to Anteros Ave. Existing Structural Section (Typ') <br /> TYPICAL SECTION <br /> State Highway 99 to Walker Lane <br /> Sta. 2+20 t to Sta. 48+84 f <br /> GENERAL NOTES <br /> X = 4' — State Hwy. 99 to Anteros Ave. <br /> (Sta. 2+20f to Sta. 5+10t) <br /> 1. Asphalt Concrete used for pavement repair shall be <br /> X = 5' — Anteros Ave. to Olive Ave. <br /> placed in layers which do not exceed 0.50' in <br /> compacted thickness. <br /> (Ste. 5+10.b to Sta. 11+22t) <br /> 2. Placement of Asphalt Concrete Surfacing shall not <br /> X = 4' — Olive Ave. to Del Mar Ave. begin until Asphalt Concrete used in pavement repair <br /> (Sta. 11+22f to Sta. 37+00t) 10' 10' has been in place a minimum of 36 hours. <br /> X = 6' — Del Mar Ave. east 620' 3. Water Valve frames and covers will be adjusted to <br /> (Ste. 37+00t to Sta. 43+20f) grade by California Water Service Co. after resurfacing <br /> is completed. <br /> X = 2' — 620' E/0 Del Mar Ave. to Walker Ln. aui m a <br /> (Ste. 43+20f to Sta. 48+84t) o ui <br /> U <br /> µW <br /> 00 <br /> V <br /> TYPICAL TRAFFIC <br /> LANE LAYOUT <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION HORNER AVENUE wpm u <br /> '�BB /'/B8 � '� �u�r PROJECTe HIghway 99 to Walker Ln. 4 1 <br /> "roads5P 0197 1 <br />