Laserfiche WebLink
0.25' A.C. 50' A.C. <br /> --- Overlay Trans. <br /> Variable Wi th A.C. Frontop <br /> Sto. 113+95 to 117+25 (Lt.) = 11' `L' Const. <br /> Sto. 119+20 to 123+00 (Lt.) = 11' <br /> Sta. 123+58 to 124+60 (Lt.) = 13' = ■ <br /> Sta. 124+75 to 125+60 (Lt.) = 11 ' I ■N 15 <br /> I OD <br /> til00 <br /> Sto. 123+58 to 124+60 (Rt.) = 7' of o } <br /> Sto. 124+75 to 125+60 (Rt.) = 8' 1 26' 1 06 0 0 1 3 <br /> y <br /> _ - W <br /> Variable Width (7'-13') �E 0.00 a 0 <br /> A.C. Frontage (Typ.) `+o See a `o n .i <br /> N ,p delail <br /> See table this sheet. N ? O N <br /> 04 <br /> . �� � 1 v , <br /> S 41'29'20" E <br /> < 122o 123 124 125 26 <br /> L - - <br /> o.os a <br /> s ■ 3 0.00 0 Trees to <br /> e w remain in place 0 <br /> s Construct Handicap Ramp 008 <br /> Exist. C.G. & S. to & A,C. (Misc. Areas) see i <br /> remain in place (Typ.) Sht. # 11 for details I 32' c \ <br /> ■ / � d \ I I <br /> E II Li / P a� P END OF PROJECT <br /> z 11 <br /> Li / \ <br /> R = 1397.76' Construct A.C. Frontage <br /> i o = 9'09' Sta. 123+58 to Sta. 124+60 <br /> �^ to be paid as Dwy. (Type D) i i Existing SDI Frame & Cover <br /> 0 = 4'06' to be adjusted (Typ,) <br /> $ T = 111 .85' DETAIL '0' <br /> {N L = 223.22' �� <br /> Ch = 222.98' <br /> w ExSol 0.30' A.C. Over shaped <br /> ^� . compacted native motedal. <br /> WA 31 <br /> be paid as A.C. `Misc. Areas) <br /> A.C_ �O 301 <br /> COUNTY OF SAN JOAQUIN Ho sr�c PLAN ELJOTT ROAD RESURFACING Sheet No. <br /> m (Peltier Road to Stab Routs 88 10 of 15 <br /> DRAWN By DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE fPRW RECOMMENDED DATE <br />