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GENERAL NOTES: <br /> 1 . Placement of Asphalt Concrete surfacing shall not begin CCV751 <br /> until the Asphalt Concrete used in pavement repair has Limits of <br /> been in place for 18 hours. Clearing & (Grubbing <br /> 2. Asphalt Concrete 0.17' shall be placed in One (1) layer with <br /> Pavement Reinforcing Fabric on existing or prepared surface. 4' 3' 15'-20' 15-20' 3' 4' <br /> Asphalt Concrete 0.20' shall be placed in Two (2) layers with <br /> See * See <br /> Pavement Reinforcing Fabric on existing or prepared surface. Shoulder 18'-28' Pavement Reinforcing FabricDetail over Variable Depth Leveling Course Detail <br /> Shoulder <br /> 3. Hand Grinding of Asphalt Concrete Pavement will be required Sheet 11 Sheet 11 <br /> at locations where monuments and maintenance holes _1.s� i_s�_ <br /> are within planing limits. `v= Vag_ <br /> 4. Install Expansion Joints at beginning and end of new <br /> Curb, Gutter and Sidewalk. Existing Roadway_ <br /> ---- -------- ------- --------� <br /> 5. All new Curb, Gutter and Sidewalk shall conform to the 0.04' AC 0.17' AC Existing Curb, <br /> existing flowline elevations, with a straight grade between Leveling Course (Typ) 0.12' ACOverlay Gutter and Sidewalk <br /> conforms. <br /> Leveling Course (Typ) to remain in place (Typ) <br /> 6. Street side Storm Drain Inlets shall be protected from liquid TYPICAL SECTION <br /> runoff sediments and chemical pollutant in a manner consistent Coquille Drive: (Sto 10+20 to Sta 23+05) 20' <br /> with the requirements of the National Pollution Discharge Elimination Coquille Court: (Sto 10+16 to Sta 12+53) 20' <br /> System (NPDES) General Construction Permit and per Special Provisions. Juniper Avenue: (Sta 10+06 to Sta 17+80) 28' <br /> 7. Existing drainage facilities, fences, frames and covers, Lockewood Lane: (Sto 10+20 to Sta 24+40) 20' <br /> sprinkler heads, trees, shrubs and curb, gutter and sidewalk shall Oak Knoll Avenue: (Sta 08+65 to Sto 09+80) 18' <br /> o remain in place unless otherwise noted on the plans. (Sta 09+80 to Sto 22+07) 28' <br /> -`18. Asphalt Concrete (Miscellaneous Areas) shall be placed in two Parkdale Drive: (Sta 10+06 to Sta 22+99) 28' <br /> M lifts. (See Sheet 12 for AC Miscellaneous Areas Detail) The cost of Prospect Place: (Sta 10+31 to Sta 22+87) 20' <br /> D Asphalt Concrete (Miscellaneous Areas) shall be included in f�' <br /> M the Minor Concrete (Curb, Gutter and Sidewalk) item of work. <br /> CO/7St <br /> 9. All Minor Concrete (Curb, Gutter and Sidewalk) that is to Limitsl of <br /> be removed shall be saw cut to the limits shown on the Clearing & ,Grubbing <br /> plans. The cost of the saw cutting shall be included in the <br /> Minor Concrete (Curb, Gutter and Sidewalk) item of work. <br /> "Sidewalk only" replacement to be paid under Minor4' 16' 16' 4' <br /> Concrete (Curb, Gutter and Sidewalk) item of work. n n <br /> 0 0 <br /> 10. Reference to Class "B" concrete in these Plans or Special Provisions o 30' Pavement Reinforcing Fabric D <br /> 0 <br /> shall be interpreted to mean Class 3 Concrete. 3 I % <br /> 1 <br /> yar_ va_ r� <br /> N <br /> —7-`' Existing Roadway —1— <br /> D <br /> `_ <br /> M <br /> Shoulder Backing (Typ) 0.20' AC <br /> M <br /> TYPICAL SECTION <br /> z Hillside Drive: (Sta 11 +85 to Sto 42+81) <br /> 0 <br /> COUNTY OF SAN JOAQUINNO SCALE TYPICAL SECTIONS BEAR CREEK TERRACE (WEST)/HILLSIDE DRIVE RESURFACING Sheet No. <br /> (Various Roads) 2 of 14 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHE KED DATE APPROVAL RECOMMENDED DATE <br /> - —. - <br />