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i <br /> Const. Const. <br /> --- Limits of Clearing and Grubbing -- ----- Limits of Clearing and Grubbing —I <br /> 2 GENERAL NOTES <br /> 4' 16' -- 16' --- 4' ---12' <br /> 1. Existing drainage facilities to remain in place. The <br /> Contractor shall conduct his earthwork operation so as not <br /> to modify or obstruct the existing drainage. <br /> 2. Limits of Work — Where lawn frontages ore immediately <br /> 24' Pavement ReinforcingFabric Existin A.C. Surface adjacent to the pavement, the limits of work (Clearing and <br /> g Grubbing) will be restricted to 1.0' outside the edge of <br /> pavement. <br /> 3. Where shown on the plans asphalt concrete pavement <br /> planing shall continue across driveways in line with the <br /> Conform 0$ lip of gutter. <br /> Conform O. <br /> 4. Shoulder Backing between Sta. 15+33 to Sta. 16+40 Lt. <br /> shall be a Top Soil" material, conforming to section <br /> a —Var. Var.,, Vo`� — —�_ — _ — _ _ = 20-2.01, "Top Soil, of the Standard Specifications. <br /> . —„� — '• �R _ — 5. Pavement Reinforcing Fabric shall be placed on existing <br /> surface. Whffe 4sphalt Concrete surtesincy t#aiskr�cc. is-G,�S <br /> — — — — — — —less end sheµ be plesed.keEween the layers. where--the <br /> Asphalt Gene+eke sui4eeing +s greeter then 4.4-5'. <br /> Shoulder Backing (Typ.) Grade Plane <br /> Existing Roadway Asphalt Concrete Overlay ZExisting Conc. C.G. & S. or <br /> O0.25' Asphalt Concrete Overlay C. & G. to remain in place. <br /> Sta. 0+55 to Sta. 11+00± <br /> Note: Surfacing not shown <br /> 0.15' Asphalt Concrete Overlay for clarity. <br /> Sta. 11 +00± to Sta. 16+40f <br /> �2 Refer to Planing Detail this sheet <br /> for shoulder details in areas of <br /> Curb and Gutter. <br /> TYPICAL SECTION PLANING DETAILS <br /> Sta. 0+55 to Sta. 16+40t Sta. 5+25 to Sta. 15+43 Lt. <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROV RECOMMENDED DATE EN <br /> ET TOTAL <br /> .Ya�rw4 S. dJ4"r 4/97 G (� COUNTY OF SAN JOAQM NO SCALE TYPICAL SECTIONS & WEST FRONTAGE ROAD RESURFACING . SHEETS <br /> g.# 9¢.m 5/97 6iZ�97 lz/97 , 70/fy l/y PLANING DETAILS (Airport Way to End) s <br /> JIFILE NAME DRAWER SHEET N0. ACAD REVISIONS DATE <br /> e\final\airport\typsec2 <br /> J <br />