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j <br /> i Const. <br /> GENERAL NOTES _ Limits of Clearing and Grubbing _ <br /> and Limits of Mailbox relocation. <br /> 1 . Asphalt Concrete sholl be placed as noted below: y 7 2I11 I 11 ' 4' 2'-4' 1 '�. <br /> • 0.25' Thickness: Two (2) layers with reinforcing fabric 20' Pavement Reinforcin Fabric <br /> over existing or prepared surface. _ 9 <br /> • 0.17' Thickness: One (1) layer with reinforcing fabric <br /> , <br /> placed on the existing or prepared surface. 1 't 10't►-�--� <br /> 3. Placement of Asphalt Concrete overlay shall not begin until <br /> the Asphalt Concrete used in Pavement Repair and 0.50' Conform �8% ' 2%. Var. I Var._ g% Var. Conform <br /> Asphalt Concrete widening has been in place for 36 hours. � Var.__—- - <br /> Y 9 - -,N <br /> Shoulder Backing � y r�J - — _ - - �� - - — - — _ — _ J <br /> 4. When paving asphalt concrete frontages, the Contractor ' <br /> shall not obstruct existingvalley utters. 0.25' Asphalt Concrete <br /> 0.50' Asphalt Concrete -- - <br /> 5. Shoulder Backing at all intersection radii shall Widening Existing Roadway <br /> be blended with the top 6" of native soil material as <br /> directed by the Engineer. Payment for blending shall TYPICAL SECTION <br /> be considered as included in the contract unit price <br /> a n paid for Shoulder Backing. <br /> Sta. 75+75 to Sta. 90+00 <br /> 6. All earthwork, except final grading of the shoulders, <br /> shall be completed prior to placing final layer of asphalt CC � <br /> concrete. No Shoulder Sacking shalt be deposited L COnSt. <br /> n or drifted on the final lift of asphalt concrete surfacing. Limits of Clearing and Grubbing _ y <br /> and Limits of Mailbox relocation. <br /> IQ 7 The contractor shall conduct Shoulder Backing operations <br /> o so as not to disturb or obstruct any existing drainage. J <br /> 1 2'-4' "4' __ 1 l 't I 11 't _ 4' _2'-4' 1 ' <br /> 8. All existing frontage improvements shall remain in <br /> place unless otherwise noted. <br /> 20' Pavement Reinforcing Fabric _ <br /> g. Place and adjust survey monument frames and covers at <br /> the locations listed on sheet 6. - `3 - M I Var.-� <br /> Conform 8% Var. Var. Conform <br /> 10. Utility Frames and Covers shall be adjusted to grade by \ Vor <br /> others after the resurfacing project is complete. <br /> Shoulder Backing / 0.25' Asphalt Concrete <br /> t o Existing Roadway— <br /> TYPICAL SECTION <br /> i A Sto. 90+00 to Sto. 110+ 15 <br /> Do not remove existing material at <br /> o Sta. 110+00 (Lt.) Northwest radius. <br /> Conform to existing surface. <br /> COUNTY OF SAN JOA UIN Ho SCA E TYPICAL SECTION LAMMERS ROAD RESURFACING sheet 6 <br /> Q (Volpico Road to Schulte Road) 2 of 6 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE CHECKED DATE � ./SUBMITTED DATE AVP V RECOMMENDED DATE <br /> fxsigrre.�slwra 7/O� 71411 <br />