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GENERAL NOTES: <br /> 1 . PLACEMENT OF ASPHALT CONCRETE SHALL NOT BEGIN UNTIL <br /> THE ASPHALT CONCRETE USED IN PAVEMENT REPAIR HAS BEEN <br /> IN PLACE FOR 18 HOURS. <br /> 2. ASPHALT CONCRETE SHALL BE PLACED AS FOLLOWS: 0.25' <br /> OVERLAY: (2) TWO LAYERS OF APPROXIMATELY EQUAL THICKNESS <br /> CO/7St WITH REINFORCING FABRIC PLACED ON THE EXISTING PAVEMENT <br /> LIMITS OF CLEARING AND GRUBBING OR PREPARED SURFACE. 0.17' OVERLAY: (1) ONE LAYER WITH <br /> I REINFORCING FABRIC PLACED ON -EXISTING PAVEMENT OR <br /> PREPARED SURFACE. <br /> 12'—15' 12'—14' <br /> ^' SEE SEE 3. SHOULDER BACKING MATERIAL AT ALL INTERSECTION RADII <br /> SHOULDER I <br /> 22 PAVEMENT REINFORCING FABRIC SHOULDER SHALL RECEIVE PENETRATION TREATMENT AT 0.25 <br /> i /S <br /> DETAILS DETAILS GALLON QUARE YARD. LIMITS OF THE PENETRATION TREATMENT <br /> ON I ON WORK SHALL BE CONFINED TO INTERSECTION--RADII PLUS FIFTY <br /> z 0 SHEET 3 Var I Var SHEET 3 FEET (50') IN EACH DIRECTION OR TO INTERSECTION CONFORM. <br /> m m PAYMENT FOR PENETRATION TREATMENT SHOULD BE <br /> F 77 77 CONSIDERED AS INCLUDED IN THE UNIT PRICE -PAID FOR <br /> M <br /> -4 a <br /> M D I EXISTING ROADWAY I I PENETRATION TREATM=ENT. <br /> mL---------------------- ----------------� <br /> o rn I 4. THE CONTRACTOR SHALL CONDUCT THE SHOULDER BACKING <br /> v� 0.25' AC OVERLAY & OPERATION SO AS NOT TO DISTURB OR OBSTRUCT ANY EXISTING <br /> D 0.17' AC OVERLAY DRAINAGE. <br /> i <br /> 5. ALL EARTHWORK EXCEPT FINAL LIFT OF SHOULDER BACKING <br /> TYPICAL SECTION SHALL BE COMPLETED PRIOR TO PLACING THE ASPHALT <br /> m CONCRETE RESURFACING. NO SHOULDER BACKING MATERIAL <br /> 0 MURPHY RD. TO CARROLTON RD. STA. 104+90 TO STA. 212+60 (0.25' A.C.) <br /> CARROLTON RD. TO VAN ALLEN RD. STA. 212+60 TO STA. 263+41 (0.17' A.C.) SHALL BE DEPOSITED OR DRIFTED ONTO THE ASPHALT CONCRETE <br /> RESURFACING. <br /> SEXTON RD. TO BRENNAN AVE. STA. 316+44 TO STA. 370+79 (0,25' A.C.) <br /> 6. REMOVAL OF A.C. DIKES WHERE SHOWN ON THE PLANS SHALL BE <br /> DONE IN SUCH MANNER AS NOT TO DAMAGE SURFACE BENEATH DIKE. <br /> 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY <br /> Lr ` 3SCHEDULING INSPECTION AND TESTING OF ALL FACILITIES <br /> - CONSTRUCTED UNDER THIS CONTRACT. ALL TESTING SHALL CONFORM <br /> TO THE STANDARD SPECIFICATIONS. ALL RE—TESTING SHALL BE PAID <br /> BY THE CONTRACTOR <br /> Site Of `0fr)t�� <br /> m <br /> m <br /> r <br /> m <br /> z <br /> 0 <br /> COUNTY OF SAN JOA UIN NO SCALE TYPICAL SECTION LONE TREE ROAD RESURFACING Sheet No. <br /> Q AND GENERAL NOTES (Murphy Road to Van Allen Road and Sexton Road to Brennan Avenue) 2 of 10 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br /> Enrique Silva 12/10 <br />