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GENERAL NOTES <br /> 1. The Asphalt Concrete (0.21'-0.25' resurfacing) shall be Const. <br /> placed in two (2) layers with pavement reinforcing fabric <br /> placed on existing or prepared surface. j <br /> Limits of Clearin and Grubbing <br /> 2. All Pavement Repair must be completed 18 hours prior to and Mailbox Relocation <br /> placement of Asphalt Concrete. <br /> 1 ' 1'-4' 10' 1 10' 1'-4' 1, <br /> 3. Shoulder Backing material at all radii shall be blended with 1 <br /> the top 6" of native material as directed by the Engineer. 1 18' Pavement Reinforcing Fabric 1 <br /> Payment for blending shall be considered as included in <br /> the unit price paid for Shoulder Backing. Conform <br /> var, _Var. � Var., � Conform <br /> 4. All earthwork (except for final lift of shoulder backing) r °�� <br /> shall be completed prior to placing final layer of asphalt -——— — — ———- <br /> concrete. No Shoulder Backing Material shall be deposited ———————— —————+—— <br /> or drifted on the final lift of asphalt concrete surfacing. Shoulder Backing J Shoulder Backing <br /> P 9• Exist. Roadway 1 0.21 Asphalt Concrete <br /> 5. The contractor shall conduct the Shoulder Backing operations <br /> D so as not to disturb or obstruct any existing drainage. TYPICAL SECTION — F STREET <br /> n <br /> 0 6. Contractor shall obtain a Permit from the City of Stockton Sta. 10+33 to Sta. 29+36 <br /> and CalTrans for the placing of Construction Warning Signs <br /> m within the Stockton City Limits and CalTrans right. <br /> z <br /> 7. Pavement reinforcing fabric on Fremont Street shall be placed <br /> M on through travel lanes only from Sta. 9+45 to Sta. 16+15. <br /> Const. <br /> Const. Limits of Clearing and Grubbing <br /> Va r. 0'-28' 30' 30' 0'-32' <br /> 0.10' <br /> o (See Note 7) Pavement Reinforcing Fabric o <br /> 6' o �, See I See o <br /> Plane o ! 3 Detail 24 1 24' Detail 0 <br /> --------- <br /> Page _Var. � Var._ Paige <br /> - _�Il�- 7_71 77 <br /> ------ <br /> ------ <br /> oL-------------� ------ <br /> Exist. Roadway 0.17'-0.25' Asphalt Concrete <br /> M LONGITUDINAL PLANNING DETAIL <br /> X <br /> TYPICAL SECTION FREMONT STREET <br /> C m Sta. 8+85 to Sta. 16+90 <br /> z <br /> La O <br /> COUNTY OF SAN JOAQUIN NO TYPICAL SECTION FREMONT STREET;(100' W/0 Golden Gate Ave. south to Windsor Ave.) Sheet No. <br /> SCALE JAND GENERAL NOTES F STREET; (Roosevelt Street to Waterloo Road) 2 of 8 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />