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CL Const. Const. <br /> I I <br /> Limits of Clearing and Grubbing Limits of Clearing and Grubbing <br /> and Mailbox relocation. and Mailbox relocation. <br /> 1❑ <br /> 1' 4' 9' 9' 1 4' ill 1� 4' 10' 10' 4' 1, <br /> Shld. Shld. Shld. Shld. <br /> Shoulder Backing18' Pavement Reinforcing Fabric <br /> 0.50' 17' Pavement Reinforcing Fabric 0.50' (Typ ) 1 ' 1' Should Tr Backing <br /> Conform I _ LIConform _ ( YP ) <br /> Var Vac Conform Conform <br /> VQ Var. <br /> - -- <br /> Existing Rood"Y--7 <br /> Existing-- -- - -- <br /> Existing y 0.21' Asphalt Concrete 9 Roadway 0.25' Asphalt Concrete <br /> m <br /> IDAHO AVENUE TYPICAL SECTION MOREING ROAD TYPICAL SECTION <br /> 1❑ _ (6') 4' at 8%, 2' conform; from Sta. 16+05 to Sta. 16+65 <br /> i <br /> GENERAL NOTES <br /> s � 1. The Asphalt Concrete (0.21'-0.25' resurfacing) shall be placed in two (2) layers of <br /> HTSainba�"' approximate equal thickness with pavement reinforcing fabric placed between the existing surface <br /> and the first layer. <br /> z rr <br /> m L Const. 2-LO o3 2. All paved frontages will conform at 8' with feathered edge unless otherwise noted. <br /> 3. All existing rock frontages shall be pushed back, then replace on top of Shoulder Backing <br /> o I Limits of Clearing and Grubbing <br /> X and Mailbox relocation. 4. All earthwork (except for final grading of shoulders) shall be completed prior to placing <br /> final layer of asphalt concrete. No Shoulder Backing Material shall be deposited or <br /> O.SyX3' 8.5 8.5' 4' 1 drifted on the final lift of asphalt concrete surfacing. <br /> X Shld. Shld. 5. The contractor shall conduct the Shoulder Backingoperations as not to disturb or <br /> Existing 15' Pavement Reinforcing Fabric p <br /> fence to 1' g 1' Shoulder Backing obstruct any existing drainage. <br /> remain In (Typ.) <br /> w place X Conform 6. Shoulder Backing or Loam is to conform to the edge of existing Storm Drain Inlets. <br /> Conform I Var, Varma <br /> 7. All Existing Asphalt Concrete paved frontages as shown on plans, shall be considered <br /> v, and paid for as "Type E" under the driveways item of work. <br /> Existing Roadway 8. Imported Borrow (top soil) shall be placed in shoulder areas with existing sod/lawn <br /> 1 0.20' Asphalt Concrete frontages as shown on sheet 10 of the Plans. <br /> A VIRGINIA LANE TYPICAL SECTION <br /> m <br /> � Zo <br /> COUNTY OF SAN JOAQU N NO SCALE TYPICAL SECTIONS IDAHO AVENUE, MOREING ROAD AND VIRGINIA LANE RESURFACING Sheet No. <br /> AND FERAL NOTES CountryClub Boulevard to South End 2 of 10 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE CHEC ED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE <br /> Louis Aguilar 12/01 �ws�r Tir✓ino is/s./ ��`%I �i. it�rfQi <br />