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BEGINNING OF PROJECT <br />71 <br />0.15' AC Overlay <br />over 0.10' AC Leveling <br />Adjust Existing Frame and Cover <br />(SSJID Maintenance Hole) <br />See Sheet 5 for Detail <br />° D0D,DS <br />cD 11 <br />® EP-\ <br />R 0 A D <br />12 <br />Existing frame Const <br />and cover to <br />remain in place <br />Conform to <br />concrete planking <br />Sta 67+09 --,, <br />B� <br />Const s <br />M ® �EP <br />M <br />a0— DODDS <br />CODcD 66 <br />EP o <br />0 <br />0 <br />0.15' AC Overlay ■' <br />over 0.10' AC Leveling 25 5 <br />AC <br />Trans <br />COUNTY OF SAN JOAQ UIN <br />DRAWN BY DATE PROJECT ENGINEER <br />]I ® Ag- unlla-r 011,13 kJ,__ <br />0 <br />0 <br />See Details Sheet 6� o <br />N <br />M <br />CD <br />Cr <br />53 c° <br />EP <br />jvQ9 <br />P Z <br />� � 3 <br />County <br />LEGEND: <br />® Variable Depth Asphalt Concrete Overlay <br />0.00' Depth of Asphalt Concrete Pavement Planing <br />■ <br />Conform <br />Pavement Planing <br />Sto 10+10 <br />Conform to existing <br />- ■50'- <br />o <br />AC <br />c <br />o <br />Trans <br />Box) <br />to be adjusted. See <br />Sheet <br />= <br />R <br />m <br />Existing Frame and <br />Cover <br />(SSJID <br />Utility Vault) <br />10� <br />to be adjusted. See <br />I € <br />No. 5 <br />I� <br />O <br />o <br />R <br />I� <br />Monument) <br />ZD <br />I <br />I <br />71 <br />0.15' AC Overlay <br />over 0.10' AC Leveling <br />Adjust Existing Frame and Cover <br />(SSJID Maintenance Hole) <br />See Sheet 5 for Detail <br />° D0D,DS <br />cD 11 <br />® EP-\ <br />R 0 A D <br />12 <br />Existing frame Const <br />and cover to <br />remain in place <br />Conform to <br />concrete planking <br />Sta 67+09 --,, <br />B� <br />Const s <br />M ® �EP <br />M <br />a0— DODDS <br />CODcD 66 <br />EP o <br />0 <br />0 <br />0.15' AC Overlay ■' <br />over 0.10' AC Leveling 25 5 <br />AC <br />Trans <br />COUNTY OF SAN JOAQ UIN <br />DRAWN BY DATE PROJECT ENGINEER <br />]I ® Ag- unlla-r 011,13 kJ,__ <br />0 <br />0 <br />See Details Sheet 6� o <br />N <br />M <br />CD <br />Cr <br />53 c° <br />EP <br />jvQ9 <br />P Z <br />� � 3 <br />County <br />LEGEND: <br />® Variable Depth Asphalt Concrete Overlay <br />0.00' Depth of Asphalt Concrete Pavement Planing <br />■ <br />Limits of Asphalt Concrete <br />Pavement Planing <br />R <br />Conform to existing <br />radii <br />Existing Frame and <br />Cover <br />(SSJID <br />Box) <br />to be adjusted. See <br />Sheet <br />No. 5 <br />for details. <br />m <br />Existing Frame and <br />Cover <br />(SSJID <br />Utility Vault) <br />to be adjusted. See <br />Sheet <br />No. 5 <br />for details. <br />O <br />Existing Frame and <br />Cover <br />(Survey <br />Monument) <br />to be adjusted. See <br />Sheet <br />No. 7 <br />for details. <br />■0.15' AC Overlay 0.10' AC Overlay _ <br />5 over 0.10' AC Leveling AC 5TOrans over 0.15' AC Leveling <br />0 <br />Trans o Const <br />EP0 <br />R 0 A D <br />o7concrete <br />,p � EP <br />9 <br />o <br />0 <br />m to q0 <br />planking <br />+92 <br />0 20 40 60 100 <br />SCALE IN FEET <br />DATE I CHECKED BY DATE <br />NOTES: <br />1. See Summary of Quantities for locations of Adjust Frame and Cover <br />(SSJID Box) and Adjust Frame and Cover (Survey Monument). <br />PLANI DODDS ROAD RESURFACING <br />( Murphy Road to Carrolton Road ) <br />I /i ft//,3 <br />a7 <br />0 <br />0 <br />CIO <br />0 <br />z <br />0 <br />Sheet No. <br />3 of 8 <br />