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sum <br /> BASIS OF BEARINGS: <br /> THE BASIS OF BEARINGS OF THIS SURVEY IS THE CENTERLINE OF <br /> SANTOS AVENUE AS DESCRIBED IN INSTRUMENT NO, 94039914. AND <br /> DETERMINED BY FOUND MONUMENTS SHOWN HEREON, THE BEARING <br /> OF WHICH IS NORTH 89'38'08" WEST. <br /> SHEET 3 <br /> SURVEYOR'S STATEMENT: <br /> THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR <br /> UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF <br /> THE LAND SURVEYORS' ACT AT THE REQUEST OF THE CITY OF RIPON <br /> ON JULY 28, 11x997. <br /> DATED THIS !��QDAY OFArfll..,- --,... 2000. GeaJt i.nry-, <br /> a <br /> �� MlC;tlAia i. t3t_I t .� <br /> f'.l.S. 5/t,4� <br /> SANTOS AVENUE < MICHAEL J. BELL, P.L.S. NO. 57'64 cru. <br /> \ ac <br /> p LICENSE EXPIRATION DATE; 06--30-00 <br /> �. COUNTY SURVEYOR'S STATEMENT: <br /> -Qj Q THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION <br /> -- -- -- -- -- -- _ 8766 OF THE LAND SURVEYORS' ACT THIS DAY OF <br /> , 2000. <br /> COLONY A� <br /> MANUEL LOPEZ, R. 28054 <br /> COUNTY SURVEYOR 0 SAN JOAQUIN COUNTY <br /> IFac�rrrs:JptJ <br /> ROAD REGISTRATION EXPIRATION DATE: 3-31-02 <br /> /� cy RECORDER'S STAl"EMENT: <br /> FILED THIS DAY OF ._,; 2000, AT <br /> I.M. IN BOOK OF SURVEYS, AT <br /> /� 99 PAGE AT THE REQUEST OF THE CITY OF RIPON. <br /> JJ !p <br /> FEE: .1 <br /> BY '10 wwta, <br /> GARY VPFREEMAN, ASSESSOR/ <br /> © /DEPUTY RECORDER <br /> COUNTY RECORDER/COUNTY CLERK <br /> 0 <br /> p <br /> C.D <br /> REQ 0D 0 F SUTA"' VE Y <br /> BEING A, SURVEY OF PORTIONS OF THE <br /> S. E. 1/4 SECTION 13, T. 2 S. , R. 7 E., <br /> S. <br /> W. 1/4 SECTION 18, T. 2 S. , R. 8 E. , AND <br /> SHEET 2 THE lei. V 1/4 SECTION 19, T. 2 S. , R. , 8 E. <br /> SHEET INDEX: MOUNT DIADLO MERIDIAN, <br /> CITY OF RIPON„' SAN, JOAQUIN COUNTY, CALIFORNIA <br /> NOT TO. SCALE <br /> CEUAJOR, <br /> JOB N4; 420247.01 <br /> USOCIATS SC <br /> E. AS SHOWN <br /> Dow” ADCCECnK.SIJi�kI`%.fM)F LW DATE; APRIL. 2000 <br /> (D.D. SHEET NO'S. 59 & 60) 777 tv"Comm ItgIM� Si#tE 200 SA�CJ�11f t CA 959?5 <br /> CIE 916 .565-7++6 s�tEtrT; 1 OF 3 <br />