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R/W Const. R/W <br /> 25' Limits of Roadway) Excavation 25' <br /> & Clearing and Grubbing <br /> 7' 13.5 3 13.5'3 7' <br /> 3' <br /> Conform <br /> I <br /> Conform I 0.5' Asphalt Concrete <br /> '-4 - ` 2% 2%t 2:1 ax <br /> Type "F" Curb 0.2' Asphalt Concrete <br /> v 0.5' Class II Aggregate Base <br /> 0 <br /> 3 TYPICAL SECTION <br /> 0 <br /> Marine Avenue <br /> GENERAL NOTES <br /> m <br /> 3 1. At locations where new Curb and Gutter conforms to existing, Curb and Gutter 6. Water and gas service laterals are not shown. <br /> 0 <br /> shall be constructed with a 5' transition. The Contractor shall field locate all such service lines prior <br /> 2. Import required in conform areas shall be top soil. Irrigation lines in conform to excavation operations and shall protect them from damage. <br /> area shall be relocated to clear new facilities and adjusted to grade. 7. All fences shall remain in place, unless otherwise indicated on the plan. <br /> 3. Removal and disposal of all part circle culverts is covered in clearing and <br /> grubbing unless in area shown to remain. <br /> kA <br /> U 4. Asphalt Concrete in the 0.50' section shall be placed in two lifts. <br /> * <br /> 0 <br /> 5. The locations of existing underground utilities ore plotted from existing records. <br /> The county shall not be responsible for the accuracy of such <br /> records and does not guarantee the underground facilities are as shown. It is <br /> m the Contractors responsibility to field locate all underground facilities prior to <br /> o excavation operations. <br /> UIN No SCALE TYPICAL SECTION MARINE AVENUE RECONSTRUCTION Sheet <br /> COUNTY OF SAN JOA 5 <br /> Q Inman Ave to Telegraph Ave. z of 5 <br /> DRAWN BY DATE PROJECT ENGINEER DATE C DAITE SUBMITTED DATE APPROVAL RECOMMENDED DATE <br /> Owen Dovies _ L/z bpAu -LCL1 .� �'� o ��GnW.� O <br /> .W 4102 <br />