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GENERAL NOTES: <br /> 1. Placement of asphalt concrete shall not begin <br /> until the asphalt concrete used in Pavement <br /> Repair has been in place for 18 hours. <br /> 2. Asphalt Concrete shall be placed in (1) One layer <br /> with pavement reinforcing fabric placed on the existing <br /> pavement or prepared surface. <br /> 3. Frame and Cover for maintenance holes to <br /> CO/lSt be adjusted to Finished Grade. Refer to S.J. Co. <br /> i Improvement Std. No. CW—R36 for details. <br /> Limits of Clearing and Grubbing Sanitary Sewer Maintenance Holes Frame and Cover <br /> and Mailbox Relocation. shall be adjusted to grade per City of Stockton Standards. <br /> Refer to Improvement Standards Drawing No.s 54 & 55. <br /> 4' 9'-14' 1 9'-14' 4' 4. Water/gas valve frames and covers to be <br /> I adjusted by others after completion of project. <br /> 16' Pavement Reinforcing Fabric 5. The Contractor shall conduct the Shoulder Backing <br /> operation so as not disturb or obstruct any <br /> Confor IConform existing drainage. <br /> _v,,. yar._ 6. Hand Grinding of Asphalt Concrete Pavement will <br /> be required at locations where water valves and <br /> i _ maintenance holes are within planing limits. <br /> 0 7. Existing drainage facilities, fences, water valves, <br /> Existing Roadway frames and covers, sprinklers, curb andutters <br /> 7 <br /> oShoulder Backing 0.17' A.C. Overlay shall remain in place unless otherwise noted on the plans. <br /> Cb <br /> TYPICAL SECTI8. Part Circle Culverts and Steel Plating at driveways <br /> are to remain in place unless otherwise directe <br /> D WIZARD AVENUE d <br /> ;0 by the Engineer. <br /> W o 9. Street side Storm Drains inlets will be protected <br /> from liquid runoff sediment and chemical pollutants <br /> A m in a manner consistent with the requirements of the <br /> zthe National Pollution Discharge Elimination System <br /> D_ <br /> j m IF (NPDES) General Construction Permit. <br /> CO/751. E.P. 10. All new Curb and Gutter or Curb, Gutter and Sidewalk <br /> Earthwork Misc. Areas shall conform to the existing flowline elevations, <br /> 9. 8' 4. with a straight grade between conforms. <br /> 'Z 11. All existing concrete that is to be removed shall be <br /> saw cut to the limits shown on the Plans. The cost <br /> I 4' for the saw cutting is to be included in the <br /> appropriate Minor Concrete item of work. <br /> I12. Asphalt Concrete (Miscellaneous Areas) shall be <br /> U Var— von. placed in two lifts. <br /> I13. Contractor is to notify the City of Stockton Municipal <br /> —-- <br /> ————————— Utilities Department at (209) 937-8750 48—hours <br /> Existing Roadway in advance of adjusting the Sanitary Sewer Maintenance <br /> 0.30' Shoulder Backing Holes to finish grade. <br /> 3 14. Any reference to Class "B" Concrete in these Special <br /> Provisions shall be substituted for Class 3 Concrete. <br /> M <br /> M 15. Asphalt Concrete Frontage work and cost shall be <br /> Lp EARTH GUTTER DETAIL considered in the Asphalt Concrete Type B item of work. <br /> m Type D Frontage shall be 0.30' A.C. over shaped and <br /> o Wizard Avenue: Sta: 15+00 to Sta: 17+10 (Rt.) compacted native material. Type E Frontage shall be <br /> variable depth A.C. over existing paved frontage. <br /> COUNTY OF SAN JOA UIN NO SCALE TYPICAL SECTION ROSE TERRACE SUBDIVISION RESURFACING Sheet No. <br /> Q & GENERAL NOTES (Wizard Avenue) 3 of 14 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> Enrique Siva 04/06 I 3'= <br />