Laserfiche WebLink
0.25 �_ <br /> AC Overlay - <br /> a�` T <br /> I 0.08ISIO 10+72 p 0 <br /> Conform <br /> 20 '- SC form 111' 11' <br /> X30' Z Conform <br /> 60' Sta 10+42 , I 1025' <br /> AC irons .0.00' R R AC Trans O.00J Sta 10+37 R <br /> Lo -EP R <br /> m ul <br /> mI Sla 10+1 ISta 70+12 <br /> GAWNE ROAD roW <br /> o <br /> z n�66 67 0 68 69 N' N 93 94 95 N <br /> '� CE Construction - EP�y <br /> s <br /> A n - 0.25 <br /> AC Overlay <br /> m <br /> a n <br /> 0150' - 1 - - 0130' _ _ '235' <br /> 6 0 � <br /> OI O N + 4 CD <br /> N O 00 O f <br /> ,,oma is m Bridge Deck <br /> 0 <br /> v' aBridge Deck Shoulder Detail 1 v' <br /> EP of > See Sheet No. 2 m <br /> _ m <br /> o ^? GAWNE 32" R 0 A D N i <br /> < _ <br /> 107 108 109 1 11,0 11 1 112 N "� <br /> A <br /> Z <br /> Bridge 29C- 244 P <br /> Construction '-EP <br /> N <br /> m Bridge Deck Shoulder Detail 2 - Existing Metal Beam Guard Railing <br /> A See Sheet No. 2 to Remain in Place (Typ All quadrants) <br /> Z <br /> 0 <br /> COUNTY OF SAN JOAQUIN No Scale PLAN GAWNE ROAD RESURFACING Sheet No. <br /> (Mariposa Road to Von Allen Road) 4 of 7 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />