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GENERAL NOTES: <br /> 1 . Placement of Asphalt Concrete surfacing shall not begin COnSI <br /> until the Asphalt Concrete used in pavement repair has R/W R/W <br /> been in place for 18 hours. �_ <br /> 2. Asphalt Concrete 0.17' shall be placed in One (1) layer with 25' 25' <br /> Pavement Reinforcing Fabric on existing or prepared surface. See Shoulder Detail See Shoulder Detail <br /> Sheet 9 Sheet 9 <br /> 3. Water valve frame and cover to be adjusted to grade. -3.5' 1 25' 15' 15' 2.53.5'-1 <br /> 4. Hand Grinding of Asphalt Concrete Pavement willbe required �14' pavement Reinforcing Fabric <br /> h <br /> at locations where water valves and maintenance holes <br /> are within planing limits. <br /> 5. Install Expansion Joints at beginning and end of new v_T —v-1vor� V. <br /> Curb, Gutter and Sidewalk. T <br /> 6. All new Curb, Existing Roadway } --- <br /> Gutter and Sidewalk shall conform to the <br /> r ---�� ' <br /> existing flowline elevations, with a straight grade between <br /> conforms. 0.17' AC Existing Curb, <br /> 7. Street side Storm Drain Inlets shall be protected from liquid TYPICAL SECTION Gutter and Sidewalk <br /> runoff sediments and chemical pollutant in a manner consistent to remain in place (Typ) <br /> with the requirements of the National Pollution Discharge Elimination Cortez Avenue: (Sto 0+15 to Sto 2+85) <br /> System (NPDES) General Construction Permit and per Special Provisions. Portola Avenue: (Sta 10+20 to Sta 21 +76) <br /> 8. Existing drainage facilities, fences, frames and covers, <br /> Solana Avenue: (Sto 10+11 to Sta 23+57) <br /> sprinkler heads, trees, shrubs and curb, gutter and sidewalk shall <br /> o remain in place unless otherwise noted on the plans. <br /> '-' 9. Asphalt Concrete (Miscellaneous Areas) shall be placed in two C0/751 <br /> lifts. (See Sheet 9 for AC Miscellaneous Detail) The cost of R/'A' R/W <br /> K Asphalt Concrete (Miscellaneous Areas) is to be included in - 30' 30' - <br /> the Minor Concrete (Curb, Gutter and Sidewalk) item of work. <br /> See Shoulder Detail See Shoulder Detail <br /> 10. All Minor Concrete (Curb, Gutter and Sidewalk) that is to Sheet 9 Sheet 9 <br /> be removed shall be saw cut to the limits shown on the 3.5 2.5' 20' 20' 2.5' <br /> plans. The cost of the saw cutting is to be included in the <br /> Minor Concrete (Curb, Gutter and Sidewalk) item of work. 24' Pavement Reinforcing Fabric <br /> 11. Clean all Existing Driveway Pipes. Cost for cleaning is to be included <br /> in the Cleaning Existing Drainage Facilities item of work. —var va__ <br /> 12. Contractor shall place detectable warning surfaces at locations within �- V., <br /> the project limits where ADA Curb Romps existing without the detectable _] <br /> warning surface. The cost for this item is to be included in the -1- Existing Roadway �} - <br /> Retrofit Curb Ramp Detectable Warning Surface item of work. <br /> P <br /> 13. Part Circle Driveway Culverts and Steel Plating at driveways are to remain 0.1T AC Existing Curb, <br /> n place unless otherwise directed by the Engineer. TYPICAL SECTION Gutter and Sidewalkto remain in place (Typ) <br /> a 14. Reference to Class "B" concrete in these Plans or Special Provisions Balboa Avenue: (Sto 13+61 to Sta 28+57) <br /> shall be interpreted to mean Class 3 Concrete. <br /> z <br /> 0 <br /> COUNTY OF SAN JOA UIN NO SCALE TYPICAL SECTION COLONIAL HEIGHTS RESURFACING PHASE 3 Sheet No. <br /> Q I AND GENERAL NOTES (BALBOA AVE, CORTEZ AVE, PORTOLA AVE, & SOLANO AVE) 2 of 10 <br /> DRAWN BY DATE PROJECT ENGINEER PATE CHEWED DATE APPROVAL R COMMENDED DATE <br />