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Const. GENERAL NOTES: <br /> 1. Contractor shall scarify native soil adjacent to pavement at <br /> intersection radii to a depth of 6" and blend Shoulder Backing <br /> Limits of Clearing and Grubbing and Mailbox Relocation material prior to compaction. Limits of this work shall be <br /> confined to intersection radii plus 50 feet in each direction. <br /> 10' 10' Payment for blending shall be considered as included in the <br /> See See price for Shoulder Backing. <br /> Shoulder 0'-1' 9'f 9't 0'-1' Shoulder 2. All earthwork (except for final shoulder grading) shall be <br /> Details Details completed prior to placing final lift of asphalt concrete. <br /> Sheet No. 3 I Sheet No. 3 No Shoulder Backing shall be deposited or drifted on the final <br /> lift of asphalt concrete surfacing. Where the Shoulder Backing <br /> .Vo Var, placement exceeds 0.30' in thickness, the Shoulder Backing <br /> shall be placed in two fully compacted layers. <br /> 3. Asphalt Concrete shall be placed in two (2) layers of approximate <br /> + thickness with pavement reinforcing fabric placed on the existing <br /> _ J pavement or prepared surface. <br /> Existing Roadway I 0.25' Asphalt 0.15' A.C. 4. All existing trees, shrubs, fences and other frontage improvements <br /> Concrete Overlay Widening (Typ.) are to remain in place unless otherwise noted. <br /> (Refer to Plans 5. 2' wide Top Soil shall be used in place of Shoulder Backing <br /> OLEANDER AVENUE for Locations) g <br /> a' at the following locations on Oleander Avenue: <br /> Sta. 15+30 to Stu. 19+30 Lt.) <br /> � TYPICAL SECTION Sta. 20+15 to Sta. 20+90 Rt.) <br /> $t4. 8t25 to Sta. 85+02 Where Top Soil is required it shall conform to the <br /> requirements of Section 20-2.01 'Top Soil" of the <br /> Standard Specifications, see Special Provision 19S. <br /> 6. Hand Grinding of Asphalt Concrete pavement will be required at <br /> CL locations where existing Water Valves are within the Planing limits. <br /> S o Const. <br /> N � <br /> mz Limits of Clearing and Grubbing and Mailbox Relocation <br /> m Q <br /> i 10' 1 10' <br /> 8 See See / 7• A.C. Widening shall be placed prior to A.C. Overlay. <br /> Shoulder 18' Shoulder (j` Material for A.C. Widening may be deposited and spread <br /> Details Pavement Reinforcing Fabric Details by any mechanical means that will produce a uniform <br /> s Sheet <br /> Details <br /> 3 Sheet No. 3 smoothness and texture. A.C. Widening shall be <br /> z measured and paid for as Asphalt Concrete (Type B). <br /> Var. r Var. <br /> J <br /> N <br /> � p Existing Roadway 0.25' Asphalt <br /> NILE AVENUE Concrete Overlay Q Addendum No. 1 <br /> W A TYPICAL SECTION <br /> wm Stu. 0+40 to Sto. 51 +95 <br /> o <br /> COUNTY OF SAN JO NO SCALE TYPICAL SECTIONS AND OLEANDER AVENUE/NILE AVENUE RESURFACING sheet 8 <br /> GENERAL NOTES (Nile Avenue to Woodward Avenue; Airport Way to Union Road) 2a of 8 <br /> DRAWN ITY DATE PROJECT ENGINEER DATE CHECKED DATE APPROV RECOMMENDED DATE <br /> cm �i �a 9 /o%s �.uc r� 4 . />/as . 1 �� X 05 <br />