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(� Const. & R/W <br /> Limits of Clearing and Grubbing GENERAL NOTES <br /> ' and Limits of Mailbox relocation. <br /> 20' _ 20' 1. The Asphalt Concrete (0.25' resurfacing) shall be placed <br /> in two (2) layers of approximate equal thickness with pavement <br /> 1 ' 4' 14'— 1 _ 20'-11 ' 4 4' 1 <br /> ■ • reinforcing fabric placed between the bottom and first layer. <br /> .1 _ <br /> 2. All Pavement Repair and leveling must be completed 36 <br /> 20' Pavement Reinforcing Fabric hours prior to placement of Asphalt Concrete. <br /> 3. When paving asphalt concrete frontages, the <br /> Contractor shall not obstruct existing valley gutters. <br /> Conform �8%- VOf� -$%� V°r. Conform <br /> Var. � 4. Shoulder Backing Material at all intersection radii shall <br /> be blended with the top 6" of native soil material as <br /> directed by the Engineer. Payment for blending shall be <br /> Shoulder Backing--- Existing Roadway 0.25' Asphalt Concrete considered as included in the contract unit price paid <br /> ass 2 <br /> (Class 2 Aggregate Base) 5. All alrthworkA(except for final grading of shoulders) <br /> TYPICAL SECTION <br /> Sto. 67+54 to Sta. 179+00 shall be completed prior to placing final layer of asphalt <br /> concrete. No Shoulder Backing Material shall be deposited <br /> or drifted on the final lift of asphalt concrete surfacing. <br /> Const. 6. The contractor shall conduct the Shoulder Backing operations <br /> g 11' 11 2 ■ 2 so as not to disturb or obstruct any existing drainage. <br /> m .08' <br /> 3 m _7.5% 2% 7• All existing frontage improvements shall remain in <br /> tp z ,Vo/r�. —�-8—%� place unless otherwise noted. <br /> o m L - - - - _ _ tea- - ---��S.S�S�\S S�� <br /> — _ 6. Place or adjust survey monument frames and covers at <br /> Existing Roadway A.C. Leveling the locations listed on sheet 9. <br /> Asphalt Concrete (Type A) Leveling Sta. 120+00 to Sto. 138+00 (Lt.) 9. Utility Frames and Covers shall be adjusted to grade by <br /> Sta. 71 +75 to Sta. 74+25 Sta. 141 +15 to Sta. 153+00 (Lt.) others after the resurfacing project is complete. <br /> Const. <br /> RECORD Di0 <br /> 4' 1 6 6, 4' Cowart o r By <br /> 1 08' <br /> 1T—IZ�___ Var. <br /> a <br /> 2% I 27 Var. .89 _ 8%_ <br /> L — — L — <br /> •— A Z'xF r <br /> Existing Roadway A.C. Leveling Sta. 70+82 to Sta. 78+84 (Rt.) Sta. 70+82 to Sta. 78+84 (Rt.) <br /> Asphalt Concrete (Type A) Leveling <br /> P Sta. 74+25 to Sta. 78+84 <br /> COUNTY OF SAN JOAQUIN No scN E TYPICAL SECTION AND BIRD ROAD RESURFACING Sheet No. <br /> GENERAL NOTES (State Route 132 to 500'± N/0 Durham Ferry Road) 2 of 9 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHEC ED DATE SUBMITTED DATE APPRgVA COMMENDED 'D/ATE <br /> wcb Ti+wwe re/Ao r/ry > [ �✓ J`'�L�q <br />