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34 <br />34 <br />32 <br />30 <br />28 <br />26 <br />24 <br />22 <br />-J -i <br />u- u- <br />0-0- <br />0-j 0-1 <br />00 <br />00 20 <br />NOTE: <br />FOR TYPE "F" VERTICAL CURB & APRON, <br />TOP OF CURB Elev=PG+0.56', UNLESS <br />OTHERWISE NOTED. I <br />CHECK DAM :Rt <br />PFL Lt <br />UTILITY AREA Lt <br />7 . ..... . <br />77� <br />7- — — PFL Rt PFL LA <br />G <br />- — --- - ------ - --- ------- .......... <br />PFL Rt <br />_- <br />PFL Rt <br />PFL Rt PFL Lt <br />to. 0') U)10) r-!N <br />................... <br />Vi I ui <br />N C*4 ON! N 04 N 04 C14 104 <br />a) 140 a)l 0 1- 04 NIA t 00 C14 i 0 <br />p, to: <br />ON! 0 U MIN C-4 <br />I- 06 Go r� 1 06 06106 <br />04 104 04 04 C-4 N NON N, CIS! NON <br />PFL Rt PFL Rt <br />X <br />PFL Rt <br />T-G 1 4- <br />.. ..... . . . ...... ... .. - — ------ --- - - ---------- . ..... ...... - - -- -- ----- - .......... <br />PFL Lt <br />PFL Lt PFL Rt PFL Rt <br />................... <br />(E) OASLINE,DEPTH SHOWN <br />NOT ACCURATE, LOCATE <br />PRIOR TO DIGGING <br />r- N <br />r- ON! <br />0:* <br />to. . ......... <br />-gyp-00 <br />00 00 <br />Lo. LO <br />uil ui <br />LO LO <br />In: LO <br />LO In <br />N..N <br />N CN <br />(N N <br />CN clq <br />N N <br />04 <br />-q- 0 <br />to 00 <br />(0: 0 <br />r- N <br />..LO <br />N(D <br />M r- <br />cm <br />14- 0 <br />00. 106 <br />00'00 <br />06: o6 <br />00:06 <br />o6 oi <br />04 (N <br />NON <br />CN N <br />NON <br />NEN <br />LA- 134+00 +50 135+00 +50 136+00 +50 137+00 +50 138+00 +50 139+00 +50 <br />PROFILE "LSR" LINE <br />Ve rt: 1 "=2' <br />058-090-05 <br />0 <br />0 <br />LEA <br />z <br />058-090-05 <br />32 <br />30 <br />28 <br />26 <br />24 <br />w <br />L) I JU I T <br />(n <br />'05 8 0 9,0 7 1- -1'" <br />......... ............. ...... <br />OF 058-090-07 <br />X <br />"LSR" 136+49.44, 55.00' Rt <br />BEGIN UTILITY AREA <br />.......... . . ..... ........... . ........... <br />Go <br />RES L=22 <br />O SR <br />41,0.50' Rt "6715, 49.00' Rt S77,00' Lt S"3381, 49.00' Lt "+10.73, 49.00' LtFLBEGIN EARTH DITCH END UTILITY AREA, @) FL, BEGIN EARTH DITCH END UTILITY AREA, END EARTH DITCH, ES <br />BEGIN EARTH DITCH BEGIN EARTH DITCH BEGIN UTILITY AREA <br />ui <br />X: LSR" 135+19.28, 50.50' Rt LSR" 135+60, 51 Lt <br />V) 0 " (@ ' 00 <br />FL, END EARTH DITCH LSR" 135+66.92, 50.50' Lt ABANDON WATER WELL SYSTEM, "LSR" 136+45.82, 49.00' Lt LSR" 138+39.30, 49.00' Lt PAPMOM <br />n <br />0 <br />• <br />0: <br />FL, END EARTH DITCH COORDINATE WITH PROPERTY END EARTH DITCH, END UTILITY AREA, 40 Yoshim ra DEPARTMENT OF PUBLIC WORKS <br />B, 0LSR" 135+67.92, 50.50' Rt OWNER BEGIN UTILITY AREA BEGIN EARTH DITCH C 77483 • <br />cn9" <br />FL, BEGIN EARTH DITCH LSR" 136+23.06, 50.50' Lt 0 No. <br />2329 Gatewo •06/30/15 <br />0 0 y Oaks Drive• SAN JOAQUIN COUNTY, CALIFORNIA <br />FL, BEGIN EARTH DITCH LSR" 134+77.04, 49.00' Lt LSR" 136+83.42, 49.00' Lt LSR" 139+82.80, 49.00' Lt *%EXP-- <br />SACRAMENTO, CALIFORNIA 9583J <br />LSR" 136+28.76, 51.50' Rt END EARTH DITCH, END UTILITY AREA, END EARTH DITCH, Tele: 916-567-2500 ••CIVIL <br />FL, END EARTH DITCH @ BEGIN UTILITY AREA LSR" 136+98.61, 50.50' Lt BEGIN UTILITY AREA BEGIN EARTH DITCH Fox 916-925-J517 <br />N <br />FL, END EARTH DITCH GF <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SHEE7 TOTAL <br />A. MacGREGOR 6/14 COUNTY OFSAN JOAQUIN SCALE: 1 "=20' ROADWAY LAYOUT LOWER SACRAMENTO ROAD IMPROVEMENTS NO. SHEETS <br />R. TORADO 6114 R. YOSHIMURA 6/14 C. K. HOLT 6114 ON ORIGINAL SCALE DRAWING ADJUST SCALED 0 10 20 40 "LSR" 134+00 to 140+00 EIGHT MILE ROAD TO SOUTH OF HARNEY CURVE 31 871 <br />DIMENSIONS IF THIS DOES NOT SCALE AT 1" <br />