Laserfiche WebLink
n <br />D <br />v <br />r, <br />m <br />z <br />D <br />M <br />0� <br />M <br />N � <br />O <br />�\ 9 <br />own, <br />100' AC TRANS <br />V) <br />U0 <br />0 <br />Ln <br />\\ <br />ELEV=10.00 0 <br />D 50 <br />N <br />Cn <br />® <br />+0 Pavement Repair <br />+ <br />\ <br />` <br />Cn il <br />c' <br />0 <br />oneSheeDett 5Cn <br />EP <br />cn EP <br />N D <br />+ <br />z D <br />0 <br />+ <br />STA 46+25 ---� <br />PLACE MONUMENT <br />1 <br />w �2 <br />n <br />0.25' AC OVERLAY <br />U) <br />D Exist Brick Wall <br />To Remain <br />N <br />+ <br />C Const <br />cn <br />ED <br />3 <br />EP CARROLTON ROAD <br />—', BEGINNING OF PROJECT <br />N <br />� D <br />m <br />0.25' AC OVERLAY <br />200' AC <br />0.35' AC OVERLAY <br />r - <br />m <br />z <br />0 <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER <br />R. `Y I I/ 10 U044--, 6**-� <br />NO SCALE <br />DATE <br />'112,1111 <br />PLAN <br />CHECKED <br />r <br />m <br />LEGEND \ <br />FO. 1-01 DEPTH OF ASPHALT CONCRETE PAVEMENT PLANING <br />® VARIABLE DEPTH ASPHALT CONCRETE OVERLAY <br />® PAVEMENT REPAIR <br />PLACE MONUMENT FRAME AND COVER. FOR <br />LOCATIONS SEE SUMMARY OF QUANTITIES SHEET. <br />■ LIMITS OF ASPHALT CONCRETE PAVEMENT PLANING <br />R CONFORM TO EXISTING RADII <br />SHOULDER GRADE (GRADE TO DRAIN) <br />10.17 PROPOSED FINISHED GRADE <br />(;9.37) EXISTING GRADE <br />�-Q�- BENCH MARK (ASSUMED ELEV=10.00) <br />BM STA 46+42N <br />D <br />(19' LT) M <br />V) <br />TRANS <br />ASSUMED DATUM z <br />N <br />ELEV=10.00 0 <br />Cn <br />r <br />Const-iM <br />zD <br />z <br />cn EP <br />N D <br />+ <br />z D <br />0 <br />+ <br />STA 46+25 ---� <br />PLACE MONUMENT <br />n <br />N <br />CP <br />N <br />CA <br />FRAME AND <br />COVER <br />D <br />0 <br />rn <br />42 <br />43 <br />45 <br />46 <br />- <br />EP-/CARROLTON <br />ROAD <br />R <br />Exist Fence to Remain <br />O <br />D <br />NVN Z7� <br />_ <br />n CDCD a +- <br />N <br />N� <br />CONFORM <br />v <br />_.. <br />Exist Fence to Remain <br />r - <br />m <br />z <br />0 <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER <br />R. `Y I I/ 10 U044--, 6**-� <br />NO SCALE <br />DATE <br />'112,1111 <br />PLAN <br />CHECKED <br />r <br />m <br />LEGEND \ <br />FO. 1-01 DEPTH OF ASPHALT CONCRETE PAVEMENT PLANING <br />® VARIABLE DEPTH ASPHALT CONCRETE OVERLAY <br />® PAVEMENT REPAIR <br />PLACE MONUMENT FRAME AND COVER. FOR <br />LOCATIONS SEE SUMMARY OF QUANTITIES SHEET. <br />■ LIMITS OF ASPHALT CONCRETE PAVEMENT PLANING <br />R CONFORM TO EXISTING RADII <br />SHOULDER GRADE (GRADE TO DRAIN) <br />10.17 PROPOSED FINISHED GRADE <br />(;9.37) EXISTING GRADE <br />�-Q�- BENCH MARK (ASSUMED ELEV=10.00) <br />BM STA 46+42N <br />D <br />(19' LT) M <br />NAIL ON JPD z <br />ASSUMED DATUM z <br />N <br />ELEV=10.00 0 <br />Cn <br />47 <br />200' AC <br />TRANS cn <br />M D <br />D�� <br />z�� <br />0.25' AC OVERLAY <br />rm <br />R � <br />9.89 EP <br />9.72 <br />(-9 7) + <br />10.17-+ w �� <br />(;9.82) <br />>I> C4 N <br />C Cl) o .� <br />M <br />DATE <br />31 1, <br />CARROLTON ROAD RESURFACING <br />(State Highway Route 120 to Lone Tree Road) <br />m <br />m <br />co <br />cD <br />Sheet No. <br />3 of 6 <br />