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�. GENERAL NOTES <br /> CO/!St 1. Placement of Asphalt Concrete surfacing shall not begin <br /> R/W R/W until the Asphalt Concrete used in pavement repair has <br /> 25' 25' been in place for 18 hours. <br /> See Shoulder Details ' See Shoulder Details 2. Asphalt Concrete shall be placed in One (1) layer with <br /> this sheet. ( this sheet. Pavement Reinforcing Fabric placed on the existing <br /> 3.5' 2.5' 15' 15' 2.5'-3.5'-- pavement or prepared surface. <br /> 3. Gas valve frames and cover to be adjusted after <br /> 20' Reinforcing Fabric completion of project. <br /> 4. Hand Grinding of Asphalt Concrete Pavement will be <br /> -vas. yor._ Vor required at locations where water/gas valves and maintenance <br /> holes are within planing limits. <br /> Existing Roadway <br /> L-______________1_____ 5. Install Expansion Joints at B.C.R. and E.C.R. and at <br /> 0.17' A.C. Overlay <br /> beginning and end of new sidewalk. <br /> TYPICAL SECTION 6. All new Curb, Gutter and Sidewalk shall conform to the <br /> existing flowline elevations, with a straight grade between <br /> conforms. <br /> Cortez Cortez Avenue: Sta: 03+09 to Sta: 16+10 <br /> o Seville Avenue: Sta: 00+09 to Sta: 10+91 7. Street side Storm Drain Inlets shall be protected from <br /> Barcelona Avenue: Sta: 00+09 to Sta: 18+19 q pollutant in a manner <br /> i liquid runoff sediments and chemical <br /> o Paloma Avenue: Sta: 19+36 to Sta: 39+52 consistent with the requirements of the National Pollution <br /> Valencia Avenue: Sta: 00+09 to Sta: 26+50 Discharge Elimination System (NPDES) General Construction <br /> Capistrano Avenue: Sta: 00+09 to Sta: 10+31 Permit. <br /> o De Anza Avenue: Sta: 00+15 to Sta: 06+32 <br /> o 0 8. Existing drainage facilities, fences, water valves, frames <br /> and covers, sprinkler heads, trees, shrubs and curb, gutter <br /> Z and sidewalk shall remain unless otherwise noted on the plans. <br /> = D <br /> D m 9. Asphalt Concrete (Miscellaneous Areas) shall be placed <br /> r in two lifts. <br /> o <br /> 00/7St 00/7St 10. All Minor Concrete Work (Including ADA Ramps, and Curb, <br /> Limits of Limits of ( 9 P <br /> Clearing and Grubbing Clearing and Grubbing Gutter and Sidewalk) that is to be removed shall be saw <br /> cut to the limits shown on the plans. The cost of the saw <br /> o 1--- 15' 2.5'-3.5' -� 15' 2.5' 3.5' cutting is to be included in the Minor Concrete (Curb, Gutter <br /> 9' 6' 9' 6' and Sidewalk) item of work. <br /> 11. Clean all existing Driveway Pipes. Cost for cleaning is to be <br /> included in Clearing and Grubbing item of work. <br /> I12. Contractor shall place a detectable warning surface at <br /> -------- --- ---------- - locations within the project limits where ADA Curb Ramps <br /> For Planing Detail Exist. Curb, Gutter A.C. Misc. Area R. & D. Existing exist without the detectable warning surface. The cost <br /> See Sheef 15 and Sidewalk For Detail See Sheet 16 Curb, Gutter & Sidewalk for this item is to be included in the Retrofit Detectable <br /> to remain in place Place New Curb, Gutter Surface (Truncated Domes) item of work. <br /> m & Sidewalk or ADA Ramp <br /> SHOULDER DETAIL 1 SHOULDER DETAIL 2 13. Part Circle Culverts and Steel Plating at driveways are to <br /> remain in place unless otherwise directed by the Engineer. <br /> Z (All Streets) (For all locations See Sheet 19) 14. Reference to Class "B" concrete in these Plans or Special <br /> Provisions shall be considered the same as Class 3 Concrete. <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION COLONIAL HEIGHTS RESURFACING PHASE 1 Sheet No. <br /> (Various) 2 of 20 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> Enrique Siva 06/06 4�I/�� 0u/ WA 60i 4 <br />