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Const . M. <br /> I No. 21258 <br /> * <br /> Exp. o-ao-w <br /> Limits of Clearing and Grubbing CIVI <br /> r 6 12' 12' 6' CALIF�� <br /> 26' 26' cr�t���� �• e.����2� <br /> C <br /> C <br /> 0 <br /> U <br /> 8' 6' 12' 12' 6' 8' C4j <br /> Refer to Shoulder Details Refer to Shoulder Details <br /> below. below. <br /> 24' Pavement Reinforcing Fabric <br /> TYPICAL TRAFFIC <br /> Var. Var. °�� LANE LAYOUT <br /> DESIGN DESIGNATION <br /> (10 YEAR — 2007) <br /> Existing Roadway 0.25' Asphalt Concrete Overlay A.D.T. = 6,500 T = 3%-4% <br /> D.H.V. = 650 V = 55 MPH <br /> D. = 55% <br /> TYPICAL SECTION <br /> Sta. 390+40 to Sta.631 +70 <br /> GENERAL NOTES Const. <br /> Const. <br /> • Limits of Clearing SHOULDER SCHEDULE <br /> • Limits of Clearing and Grubbing and Grubbing <br /> 1 . All earthwork (except for final grading of the shoulders) <br /> and Earthwork (Misc. Areas) LEFT SHOULDER RIGHT SHOULDER <br /> shall be completed prior to placing final layer of asphalt <br /> concrete. Location Type Location Type <br /> 18' 2' 6' 18 2 6 Sta. 390+40 to Sia. 535+00 1 Sto. 390+40 to Sta. 541+00 1 <br /> Vor. <br /> 2. Asphalt Concrete shall be placed as noted below: Sta. 535+00 to Sto. 552+00 2 Sia. 541+00 to Sta. 549+00 2 <br /> 0.25' A.C. Thickness — Two 2 ers of la o roxe � � % Var. Conform Sta. 552+00 to Sia. 579+00 1 Sta. 549+00 to Sta. 558+00 1 <br /> � <br /> Y PP imate q ual I Var• � � �a Sta. 579+00 to Sia. 631+70 2 Sia. 558+00 to Sto. 576+00 2 <br /> thickness with Pavement Reinforcing Fabric on the existing V0 � 0.25' A.C. <br /> Conform _J Sia. 576+00 to Sto. 591+00 1 <br /> _� <br /> Sia. 591+00 to Sta. 631+70 2 <br /> existing pavement surface. <br /> 0.10' A.C. thickness — One (1) layer with Pavement Reinforcing 0.25' A.C. Overlay <br /> Fabric on the existing pavement surface. Overlay Imported Borrow Var. Depth <br /> 3. Existing drainage facilities to remain in place unless • 0.25' Shoulder Backing Shoulder Backing <br /> otherwise noted. Limits of Mailbox Relocation <br /> SHOULDER TYPE 1 SHOULDER TYPE 2 <br /> (See Shoulder Schedule) <br /> (See Shoulder Schedule) <br /> SHOULDER DETAILS <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDEDt171 <br /> DATE SHEET TOTAL <br /> E. M. Peterson 6/97 COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTIONSMARIPOSA ROAD RESURFACING NO. SHEETS <br /> 713197 � 7i3/9 z l l (Gawne Road to Dodds Road) z 6 <br /> E NAME DRAWER SHEET NO. ACAD REVISIONS DATE <br /> Z1 e:\pete\projects\mariposa <br />