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rw <br /> T. > S. R. 6 E. <br /> Sec. > 3 Z <br /> 0.17' A.C. Overlay <br /> Const. do R/W <br /> N2'30'46"W <br /> v u <br /> n 00 <br /> W N w C <br /> T T >1 <br /> I I E.P. I t <br /> Ln rn r" R/W <br /> R/W + + + a <br /> x x &—X—x—*x x—x—X—x X—X—X—x—x—x—x—x—x—x—x—x—x�X—x—X—x—x—x—x—X—xX�x—x—X—x—x— r —X—X —x x—x—x—x—x—x Xox—x <br /> O <br /> 0 <br /> 278 00 279 280 281 282 283 284 285 286 87 288 289 <br /> 04 <br /> 00 N <br /> O O <br /> 0 <br /> +I x—x x—x—fix x x x—x—x—x—x—x—x x x x—x x—x—x—x—x—Lx—x—x� LAI - -------- <br /> N <br /> o171 <br /> y aM aLO <br /> R/W o o f R/W rn <br /> ~ E.P.J '71 000 <br /> 3 N o c 12" 0 Concrete Pipe 12" 0 Concrete Pipe N o <br /> oT S R 7 E '71to remain in place Q to remain in place vN <br /> I > <br /> o <br /> + 1 I <br /> Sec. > 8 <br /> o <br /> + O + <br /> 0.17' A.C. Overlay 50' A.C. <br /> Trans. <br /> T. 1 S. R. 6 E. Ess/ <br /> o ° <br /> Sec. P <br /> � y M. h/�v <br /> No. 21258 <br /> a a * Exp. 9-30-01 <br /> w 60' CIV <br /> CALIF <br /> 3I v <br /> ow Const. & R/W <br /> P; I t I N2'33'40"W <br /> oI r. I <br /> Sta. 9+37 Extend X—Drain z; I 0 <br /> 12"0X6' C.M.P. rK Earth Gutter see <br /> Sta. 9+37 Clean Exist. Detail, Sheet No. 2 <br /> Widening Var. Depth A.C. 38 t _ Sta. 8+85 Comform 12"0 C.M.P. X—Drain <br /> at Radius (Typ.) <br /> R. & D. Exist. A.C. Dike a ■ <br /> Remove Exist. A.C. DikeI �N Exist. Conc. Slab a 25' <br /> to remain in place <br /> _ c <br /> Place 70' L.F. Extruded Curb Place 95' L.F. Extruded rn E <br /> C 0] J ,C O <br /> a� (Type C). Refer to Sheet Curb (Type C). Refer _ <br /> •c <br /> 2 for detail. to Sheet 2 for detoil. - v o <br /> W :=.. .. . 21.96 22.00 E.P. d <br /> R/W 6p 21.88 21.92 CD Q) ^ ^ o o R/W <br /> 0 /� + m <br /> + + w + + <br /> 9 — — — — — — — — — - <br /> -X X—X—XX X—X—X—XIX—X—X i 9.6' <br /> ® o <br /> c0 c0 I N N <br /> N <br /> N <br /> --------------- <br /> 290II 292 293 294 295 296 297 298 299 300 <br /> uo 2' 00 00 <br /> ov <br /> N 0 Ili �,,,�..•/ � � a � <br /> Oto <br /> Q O 0) <br /> + .. •C R/W C F° E.P. R/W <br /> 000 v v c Iron Fence to <br /> N 3 remain in place <br /> V + C N m Remove 13 Trees <br /> + m <br /> 6"0 to 14"0 <br /> 12" 0 Concrete Pipe R. & D. Exist. A.C. Dike cn <br /> to remain in place <br /> T. 1 S. R. 7 E. END OF PROJECT <br /> Sta. 291+39 Airport Way = <br /> Sta. 291+27.42 Sec. Cor, S 7 Sta. 10+00 Roth Road Sec. 7 <br /> -4 Pt. 0'2'54" Lt. <br /> Adjust Survey Monument <br /> Frame & Cover to grade Sta. 290+63 Clean Exist. 18"0 C.M.P. X—Drain <br /> Place 18"0X6' Extension (West End) `� 9 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> Patxi Uriz 7/97 COUNTY OF SAN JOAQUIN SCALE: 1 " = 40' PLAN AIRPORT WAY IMPROVEMENTS No. SHEETS <br /> x/97 <br /> *JJa/,0/re - -fi� z/U/fa zze a/ (Louise Avenue to Roth Road) 6 14 <br /> FILE NAMF DRAWER ISHEET N7. 1 ACAD I REVISIONS DATE <br /> e:\sam\airport2\plon4 <br />