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rL Const. <br /> Limits of Clearing and Grubbing rL Const. Edgeofraveled <br /> p3 <br /> 1• 4• 4• ----_. _ _ 16. -11 I 16' 0 4' 4' -l' - <br /> I <br /> 4'- 24• Pavement Reinforcing Fabric - -4 E P 4' 12' 12' 4' E.P. <br /> i 8% Var. Vor. 8% <br /> o Conform i�r. - VerCo <br /> y nform <br /> M <br /> TYPICAL TRAFFIC <br /> Existing Roadway 0.17' A.C. Overlay Shoulder Backing LANE LAYOUT <br /> 4 <br /> TYPICAL SECTION <br /> (Stu. 383+50 to 398+66) Const. <br /> N > (Stu. 432+02 to 503+40) <br /> n <br /> 1❑ Width Varies, See Plan Sheets <br /> 12' 4 <br /> Pavement <br /> m I Reinforcing Fabric —0.10• Exist. Dike <br /> to <br /> lace <br /> GENERAL NOTES `Vagi— (Unless othin erwise <br /> 1 <br /> noted on plans). <br /> 1. Contractor shall scarify native soil adjacent to pavement to a depth of 6 inches <br /> and blend gravel shoulder material prior to compaction. Limits of this work is I _ �_ __ _ ` - - -- <br /> confined to intersection radii plus 50' each direction. Payment for blending shall Existing Roadway 0.17' A.C.- J No shoulder backing <br /> be considered as included in the contract unit price for Shoulder Backing outside of dike. <br /> 2. Excavated material generated by pavement repair and by planing asphalt concrete <br /> pavement shall be pulverized and incorporated into shoulder backing (477 Tons f). TYPICAL SECTION AT BRIDGE APPROACHES <br /> At no location shall excavated- material exceed 50% of the shoulder components. <br /> Payment for pulverization, on site haul and incorporation of excavated material shall (Sta. 398+66 to 415+14 Lt. & Rt.) <br /> be considered as included in the contract unit price for shoulder backing. (Sta. 418+80 to 432+02 Lt. & Rt.) <br /> 3_ All shoulder work, except for final lift of gravel shoulder backing shall be <br /> Ncompleted prior to placing the final lift of asphalt concrete surfacing. �FSSI <br /> 4. Placement of asphalt concrete surfacing shall not begin until the asphalt concrete <br /> used in pavement repair has been in place for one day. GGy m <br /> 0 5. Removal of A.C. dikes where shown on the plan shall be done in such a manner WI No. C23341 <br /> n as to not damage the surface beneath dike. Payment for dike removal shall * Exp. 12-31-06 <br /> ZA A be considered as included in the contract unit price for clearing and grubbing. `l• �Q' <br /> z f <br /> COUNTY OF SAN JOAQUINNo SCALE TYPICAL SECTION AND Howard Road Resurfacing Sheet Na. <br /> GENERAL NOTES (Roberts Road to Wolfe Road) 2 of 9 <br /> DRAWN BY DATE PROJECT ENGINEER DATE gH DATE /SUI MITTED I DATE I APPROVAL RECOMMENDED DATE <br /> 0. 19avle5 12/ 01 <br />