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Const. e Limits of Clearing and Grubbing, and Earthwork (Misc. Areas) • Limits of Mailbox Relocation e 24' Pavement Reinforcing Fabric * Graveled Shoulder, See General Note 4 ■ 2'—Sta. 106+00 to Sta. 131+50 Rt. 12'12' *4' " 2'—Sta. 122+00 to Stu. 126+00 Lt. � 11'—Sta. 27+00 to Sta. 37+50 20'—Sta. 27+00 to Sta. 37+50 Vor. 8% — Var. Var _ gy Vor Conform dor. Vor onform L__________________ Asphalt Concrete Overlay Existing Roadway (See Chart Below) GENERAL NOTES TYPICAL SECTION 1. All earthwork except for finish grading of shoulders and placement of Shoulder py Sta. 25+00 to Sta. 131 +50 Backing" material shall be completed prior to placing final layer of Asphalt Concrete overlay. 2. Surplus native material within the limits of Clearing and Grubbing shall be excavated and used as shoulder embankment throughout the project. This material shall be placed and J`. compacted prior to hauling Impoort Borrow. O 3. R—Value and Sand Equivalent requirements shall be waived for Imported Borrow material. 4. Graveled Shoulders shall be constructed by uniformly placing "Shoulder Backing" material at a rate of 3 tons per station (each side). The completed graveled shoulder shall be flush with the edge of pavement. ASPHALT CONCRETE OVERLAY CHART 5. Where superelevations exist on horizontal curves, the new surface slope and drainage shall Sta. to Sta. Thickness comform to existing. 25+00 to 25+50 Var. Depth—Trans. 6. Existing pavement markers may remain in place where overlay thickness is 0.25' or greater. 25+50 to 40+50 0,17' 40+50 to 41+50 Var. Depth—Trans. 7. Asphalt Concrete shall be placed as noted below: 41+50 to 79+00 0.45' 0.17` A.C: 'Thickness— one (1) layer with Pavement Reinforcing Fabric 79+00 to 80+00 Var. Depth—Trans. on the existing pavement. 80+00 to 93+00 0.17' T 93+00 to 94+00 Var. Depth—Trans. 0,30' A.C. Thickness— Two (2) layers of approximate equal M 94+00 to 101+00 0.45' thickness with Pavement Reinforcing Fabric between the layers. 701+00 }0 102+00 Var. Depth—Trans. 0.45' A.C. Thickness— Three (3) layers of approximate equal thickness 102+00 to 127+00 0.30' P A 127+00 with Pavement Reinforcing Fabric between the second and top layer. to 128+00 Var. Depth—Trans. 128+00 to 131+00 0.17' 8. Placement of the first layer of Asphalt Concrete Surfacing shall not begin until Asphalt 131+00 to 131+50 Var. Depth—Trans. Concrete used in Pavement Repair has been in place for a minimum of 36 hours. 9. Asphalt Concrete used for Pavement Repair shall be placed in layers which do not exceed 0.50' in compacted thickness. s ' m 10. Survey Monument Frame and Cover shall be adjusted to finished grade at Sta. 78+72f. D Exact location to be determined by the Engineer. ti COUNTY OF SAN JOAQUIN WOODWARD AVENUE RESURFACING Sheet No. -u NO SCALE TYPICAL SECTION Oakwood Lake to Airport W 2 of S Drawn By Data v.proj•et Enetnttr Data Checked Dot. Submitted Date Approval Recommended Date