Laserfiche WebLink
(Const. GENERAL NOTES: <br /> Limits of Clearing and Grubbing and Mailbox Relocation 1 . Contractor shall scarify native soil adjacent to pavement <br /> Limits of Roadway Excavation at intersection radii to a depth of 6' and blend shoulder <br /> backing material prior to compaction. Limits of this work <br /> shall be confined to intersection radii plus 50 feet in each <br /> t' to'—t7' �-}� 1V-13' 4' 1' direction. Payment for blending shall be considered as <br /> E Match Ex;sting E included in the price for Shoulder Backing. <br /> Shoulder g I Shoulder Backing <br /> C _Vor. Shoulder <br /> 2. Existing drainage facilities shall remain in place unless otherwise <br /> Nor. Vo_.� v° noted. The Contractor shall conduct earthwork operations as <br /> � not to m u existing drainage. <br /> 3. All eorthwork (except for final shoulder grading) shall be <br /> TYPICAL SECTION o.17' A.C. Overlay completed prior to placing final lift of asphalt concrete. <br /> Concrete <br /> Asphalt 4. Placement of asphalt concrete overlay shall not begin until <br /> Concrete Base P Y 9 <br /> Acompo Road: Sto. 10+00 to Sto. 13+10 Exist. Surface (Typ.) asphalt concrete base has been in place for 18 hours. <br /> Frontage Rood: Sto. 3+80 to Sto. 5+00 5. Asphalt Concrete shall be placed as noted below: <br /> 0.17' Thickness <br /> One (1) layer over A.C. Base or Planed Surface. <br /> 0.12' & 0.20' Thickness <br /> Const. One (1) layer with pavement reinforcing fabric placed <br /> Limits of Clearing and Grubbing land Mailbox Relocation on the existing surface. <br /> N 6. All existing trees, shrubs, fences and other frontage <br /> _ 1' 4' improvements are to remain in place unless otherwise noted. <br /> x <br /> D <br /> B D E Shoulder Backing I Shoulder Backing o <br /> a <br /> `VVor._ar. Vo <br /> or vo c <br /> M <br /> �. I --------------------------- ------� <br /> 3 0.17' A.C. Overlay over Const. <br /> ,T, Exist. Roadway TYPICAL SECTION 0.17' A.C. Planed Area <br /> Sto. 13+10 to Sto. 28+20 � . 12' ETW 3'-6' <br /> I�� See Plans for Widths <br /> z <br /> Finished Surface o <br /> Const. <br /> Vor. 3 x0.04' <br /> Limits of Clearing and Grubbing land Mailbox Relocation I `___ __ — <br /> J <br /> CA 1' 4 11'* l 11'* 4' 1' I , Exist. Roadway � <br /> Variable Depth A.C. <br /> (See Paved Shoulder (See Paved Shoulder Detail, this sheet) PAVED SHOULDER DETAIL (, <br /> 0010 E 20' Pavement Reinforcinl g Fabric Detail, this sheet) <br /> o Shoulder Backing _Var.® I Vor._ Shoulder Backing `Eo Sto. 58+50 to Sto. 66+75 (Lt.) <br /> W Ln - Sto. 57+10 to Sto. 67+60 (Rt.) <br /> U or. <br /> __ 0 <br /> D <br /> 0.12' A.C. Overlo ® i <br /> A Exist. Roadway TYPICAL SECTION <br /> O <br /> � Sto. 28+20 to Sta. 117+55 ® 0.20' - Sto. 113+75 to Sta. 116+55 <br /> _2.5 — Sta. 114+50 to Sto. 117+00 (Lt.) <br /> M <br /> z <br /> 0 <br /> COUNTY OF SAN JOAQUN NO SCALE Typical Sections Acompo Road Resurfacing Sheet No. <br /> 2 of 9 <br /> DRAWN BY DATE PRO ECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />