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ee Note Belo <br /> Const. Existing 4' Min. Width <br /> Limits of Clearing and Grubbing and Mailbox Relocation <br /> Surface <br /> 2' 6' 12' 12' 6' 2' <br /> 0.50' Asphalt Concrete <br /> 1 t 22' Pavement Reinforcing Fabric 1 } PAVEMENT REPAIR DETAIL <br /> Var. Var. Var._ Va Note: Width, length and locations to <br /> Conform \ Var. Var Conform be determined by the Engineer. <br /> Tli ------------- - -----------____ Conform ® E.P. <br /> Variable Depth Shoulder Backing Existing Roadway 0.50' Asphalt Concrete Base <br /> (Typ.) 0.25' Asphalt Concrete (Widening, Typ.) <br /> J..J 1 8' <br /> GENERAL NOTES TYPICAL SECTION Note: Material Excavated for Roadway <br /> Sta. 107+12 to Sta. 262+00 <br /> 1. Asphalt concrete base used for widening Widening shall be incorporated into shoulders. <br /> need not be placed with an asphalt paver. Existing Width Conform <br /> 2. Asphalt concrete shall be placed 12' Min. <br /> s in two layers of approximate <br /> equal thickness with pavement 0.30' Asphalt Concrete over shaped <br /> o and compacted native material. <br /> $ <br /> reinforcing fabric on the existing <br /> m pavement surface. Const. DRIVEWAY DETAIL (TYPE D) <br /> 3. Placement of asphalt concrete �"-- 18 18 � Note: <br /> m surfacing shall not begin until the I 18" SDI (Typ.) 11't 11'f I Sta. 177+40 (Lt.), portions of concrete <br /> asphalt concrete used in pavement 2' Shld. Back. Match exist. driveway shall be removed from the <br /> repair has been in place for 24 hours. i Existing Roadway rade T i <br /> ! Ramp (Typ.) 9 (Typ.) edge of pavement to the nearest joint, <br /> 4. Contractor shall scarifynative soil I \ I 8'd:, as directed by the Engineer. Where <br /> Var, Vor '' required, concrete shall be saw—cut to <br /> adjacent to pavement to a depth of 6 — .. --- -------- — — ` r provide a Heol, straight line. <br /> inches and blend shoulder backing I I ��" Z-------- -------- <br /> material prior to compaction. Limits Note: <br /> of this work is confined to intersection Lt. Grate elevation equals 1' Min. Cover <br /> radii plus 50' each direction. Payment existing center line elevation. Conform ® E.P. <br /> for blending shall be considered as <br /> included in the contract unit price paid S=Level <br /> for shoulder backing. _P 8' <br /> 5. All earthwork (except for final lift of 18" R.C.P. (Class IV) <br /> u shoulder backing) shall be completed STORM DRAIN INLET EQUALIZER DETAIL <br /> prior to placing final layer of asphalt 3 Locations: Refer to Sheet 5 Existing Width Conform <br /> o concrete. Note: 12' Min. <br /> � E <br /> A 6. The Contractor shall enter into an agreement Equalizers to be installed prior to overlay. <br /> „ with the Central California Traction Co. for work Variable depth Asphalt Concrete <br /> over existing paved driveway. <br /> 9% m within the railroad's jurisdiction. DRIVEWAY DETAIL (TYPE E) <br /> W4 o <br /> COUNTY OF SAN JOA UIN TYPICAL SECTION AND PELTIER ROAD RESURFACING Sheet No. <br /> Q No SCALE ONSTRUCTION DETAIL (State Route 99 to Bruella Road) 2 of 5 <br /> DRAWN W DATE PROJECT ENGINEER I DATE I DATE I a S ITTED I IDATE I APPROVAL RECOMMENDED DATE <br />