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Const. <br /> I <br /> Limits of Clearing and Grubbing <br /> and Mailbox Relocation <br /> 4' 9.5' * 9.5' * 4' <br /> � <br /> Var. Var. � <br /> o - — o <br /> c <br /> U `dor - Or� ° <br /> - <br /> , 11 I I- -I I LI 1�I11- <br /> ­91 I-1I�I I I�I C-I II I1='� ` '-1I1-1I EEI I- <br /> rl 11-1 I rl I I 1 ' <br /> Shoulder Backing (Typ.) Exist. Roadway 0.12' Asphalt Concrete Overlay <br /> TYPICAL SECTION <br /> * (Brandt Rd.) Sto. 10+00 to Sta. 15+20 <br /> Trethewa Rd. Sta. 2+03 to Sta. 5+48 *=7 <br /> ( y ) CORD DRAWP <br /> Const. -/ -oZ__.a .. <br /> Limits of Clearing and Grubbing Ani ' -'` <br /> and Mailbox Relocation All informatic)F Work <br /> D <br /> C7 <br /> 6' 10.5' �-I-� 10.5' 6' up <br /> M 19' Pavement Reinforcing Fabric <br /> mo- <br /> z <br /> m o Var. Vo r. o <br /> U I \� U <br /> Shoulder Backing (Typ.) Exist. Roadway 0.25' Asphalt Concrete Overlay <br /> TYPICAL SECTION - I� <br /> (Brandt Rd.) Sta. 17+65 to Sta. 66+28 4. Placement of asphalt concrete overlay shall <br /> GENERAL NOTES: not begin until the asphalt concrete used in <br /> pavement repair has been in place for <br /> N <br /> 1 . Contractor shall scarify native soil adjacent to 2. Existing drainage facilities shall remain in 12 hours. <br /> pavement at intersection radii to o depth of place unless otherwise noted. The Contractor 5. Asphalt Concrete Overlay (0.12,) shall be laced in <br /> (� 6" and blend shoulder backing material prior shall conduct earthwork operations so as not one (1) loyer. As halt Concrete Overlay (0.25') shall <br /> / > to compaction. Limits of this work shall be to modify or obstruct the existing drainage. be placed in two t2) layers of approximate equal <br /> 1► M confined to intersection radii plus 50 feet thickness with pavement reinforcing fabric placed on <br /> in each direction. Payment for blendingthe existing or prepared surface. <br /> Nshall be considered as included in the 3. All earthwork (except for final shoulder grading) <br /> "' price for Shoulder Booking. shall be completed prior to placing final lift 6. All existing trees, shrubs, fences, concrete <br /> 0 of asphalt concrete. walks and other frontage improvements ore <br /> to remain in place unless otherwise noted. <br /> COUNTY OF SAN JOAQUIN NO SCALE Typical Section Brandt Rd. Resurfacing Sheet No. <br /> and General Notes (Tretheway Rd. to State Hwy. Route 12 & 88) 2 of 6 <br /> DRAWN BY DATE I PROJECT ENGINEER DATE CHECKED DATE APPROVAL R COMMENDED DATE <br /> 7oshiro Sessoms 10310151OWeft&W , J ZDIO J, 6" ov OZ111111,I /p p��p� <br />