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STATEMENT OF PURPOSE: <br /> THE PURPOSE OF THIS SURVEY IS TO ESTABLISH AND MONUMENT THE ADJUSTED <br /> o PROPERTY LINES AS DESCRIBED IN NOTICE OF LOT LINE ADJUSTMENT PA-120022, <br /> RECORDED ON APRIL 25, 2013 AS DOCUMENT NO. 2013-054973 , <br /> N N SAN JOAQUIN COUNTY RECORDS, AND TO CONFORM WITH SECTION 8762 OF THE <br /> PROFESSIONAL LAND SURVEYORS' ACT. <br /> SFN 857.13' <br /> N64'31'08"E 0.25' 186.83' <br /> N65-E 0.25'(R9) <br /> w _ _ _ _ _ �; FD. CNC. CNC. MON. SURVEYOR'S STATEMENT: <br /> LO o DISTURBED (R9)C114 THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY <br /> z DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND <br /> 00 <br /> Ln FD. CHC. CNC. MON. C SURVEYORS' ACT AT THE REQUEST OF L.H. VOSS TRUST, IN JANUARY, 2013. <br /> DISTURBED (R2)(R9) S80°28'52"E 0.10' <br /> z S80°E 0.10'(R9) DATED THIS DAY OF �.� 2013. <br /> f NL LAAi s <br /> 1 <br /> r <br /> ENLARGEMENT 2 ENLARGEMENT 3 ENLARGEMENT e <br /> �4r' l L O <br /> NTSNTS NTS LASZLO ZOLD, P.L. 247 a <br /> LICENSE EXPIRATION DATE: 12/31/13 Exp Nk 2 7 <br /> P <br /> 9TF OF C A0��\ <br /> COUNTY SURVEYOR'S STATEMENT: <br /> THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE <br /> PROFESSIONAL LAND SURVEYORS' ACT THIS Z6!V DAY OF JeJL Y 2013. <br /> GENERAL AND RETRACEMENT NOTES: LEGEND: REFERENCES: oFEsso�' <br /> THOMAS M. GAU, R.C.E. 26994 AS <br /> 1. THE EAST RIGHT OF WAY OF HIGHWAY 99 FRONTAGE ROAD AS SHOWN ON THIS SURVEY WAS ALL RECORDS USED ARE SAN JOAQUIN COUNTY (R1) M.&P. 10-26, S.J.C.R. (R8) D.N. 2012-015847 REGISTRATION EXPIRATION DATE: 03/31/2015 <br /> RE-ESTABLISHED FROM TWO FOUND DISTURBED CHC. CNC. MONUMENTSENLARGEMENTS 1 AND 3 RECORDS (S.J.C.R.), UNLESS OTHERWISE NOTED. (R2) R.S. 11-87, S.J.C.R. (R9) R.O.W. MAP NO. 3 A 100-RH03 <br /> AND THEIR RECORD TIES TO THE TRUE LOCATION OF SAID MONUMENTS AS SHOWN ON CALTRANS ) O.R OFFICIAL RECORDS, BOOK-PAGE (R3) R.S. 12-77, S.J.C.R. (R10) O.R. 360-448 <br /> RIGHT OF WAY RECORD MAP, MAP 3A100-RH03, AND REFERENCED HEREON. I.N. INSTRUMENT NUMBER (R4) R.S. 13-40, S.J.C.R. (R11) O.R. 364-207 NO. 264 <br /> D.N. DOCUMENT NUMBER (R5) R.S. 21-108, S.J.C.R. (R12) O.R. 999-500 EV,M1' <br /> 2. THE NORTHWEST CORNER OF PARCEL 1 OF D.N. 99086044 WAS ESTABLISHED FOR THIS SURVEY M.&P. BOOKS OF MAPS AND PLATS, VOLUME-PAGE (R6) D.N. 99086044 (R13) O.R. 1789-200 <br /> BY BRG-BRG INTERSECT BETWEEN RE-ESTABLISHED RIGHT OF WAY AND FOUND MONUMENTS(R2), R.S. RECORD OF SURVEY, BOOK-PAGE (R7) I.N. 00147570 (R14) O.R. 1799-516 <br /> ACCEPTED AS THE NORTH LINE OF LOT 46. P.M. PARCEL MAP, BOOK-PAGE C <br /> C.R. CORNER RECORD, YEAR-PAGE <br /> 3. THE NORTHWEST CORNER OF PARCEL 2 OF D.N. 99086044 WAS ESTABLISHED FOR THIS SURVEY FD. FOUND BASIS OF BEARINGS: RECORDER'S STATEMENT: <br /> BY ACCEPTING FOUND MONUMENT (R5) AS A REFERENCE CORNER, HOLDING RECORD DISTANCE RB. REBAR L M IN <br /> OF 80 FEET (R5) NORTH ALONG RE-ESTABLISHED R/W TO NORTH LINE OF SAID PARCEL 2 I.P. IRON PIPE THE NORTH LINE OF LOT 46 OF SUBDIVISION N0. 2, CLARKADOTA FIG FILED THIS DAY OF 2013 AT a.�� <br /> PLANTATIONS, WHICH BEARS S 71° 38' W AS PER RECORD OF SURVEY BOOK �� OF SURVEYS, AT PAG AT THE REQUEST OF SIEGFRIED. <br /> (NORTH LINE LOT 45). THE RESULTING NORTH LINE OF LOT 45 MAINTAINS A CLOSE DIRECTIONAL B.D. BRASS DISK <br /> RELATIONSHIP WITH THE NORTH LINE OF LOT 46, AS ORIGINALLY INTENDED. PUE PUBLIC UTILITY EASEMENT FILED IN BOOK 11 OF SURVEYS, PAGE 87, S.J.C.R. 2 <br /> FEE: <br /> (R) RADIAL BEARING <br /> 4. THE NORTH LINE OF PARCEL 3 OF D.N. 99086044 WAS ESTABLISHED FOR THIS SURVEY BY (M) MEASURED DATA MONUMENTS SET: ' <br /> RECORD CALLS R12 , BEGINNING AT THE INTERSECTION OF HIGHWAY 99 R W WITH NORTH LINE OF W' &4/Ct BY: <br /> ( ) / (R CENTERLINE REBAR 3/4 IN DIAMETER, 30 LONG WITH CAP ATTACHED AND STAMPED P.L.S. KENNETH W. BLAKEMORE, DEPUTY RECORDER <br /> MUNFORD AVENUE. THIS RESULTED IN A DISTANCE OF 80.20 FEET FROM NORTH LINE OF SAID (R#) RECORD DATA (SEE REFERENCES) <br /> PARCEL 3 TO NORTH LINE OF PARCEL 2 (NORTH LINE LOT 45). SFN SEARCHED, FOUND NOTHING 8247" FOR UNPAVED AREAS, 3"x0.35" STEEL NAIL WITH 1 1/2" ALUMINUM WASHER ASSESSOR-RECORDER-COUNTY CLERK <br /> CHC. CALIFORNIA HIGHWAY COMMISSION STAMPED "P.L.S. 8247" FOR ASPHALT CONCRETE AREAS OR 1.17" BRASS DISK OF SAN JOAQUIN COUNTY, CALIFORNIA Doc 0: 2013-099240 <br /> STAMPED "P.L.S. 8247" FOR CONCRETE AREAS, SHOWN THUS: 07/30/2013 03:02:44 PM <br /> 5. THE NORTH LINE OF MUNFORD AVENUE (40 R/W), BEING THE SOUTH LINE OF PARCEL 3 WAS CNC. CONCRETE Page: 1 of 2 Fee: $13.00 <br /> ESTABLISHED FOR THIS SURVEY BY HOLDING FOUND MONUMENT (R4)(R5) NEAR SOUTHEAST CORNER Kenneth W Blakemore <br /> San Joaquin County Recorders <br /> OF SAID PARCEL 3 AND RUNNING SOUTHWESTERLY ALONG SAME BEARING AS DETERMINED FOR NORTH Paid By: SHOWN ON DOCUMENT <br /> o LINE OF MUNFORD AVENUE (45' R/W) EAST OF PARCEL 3. THIS HOLDS SAME BEARING FOR SAID MONUMENT FOUND AS NOTED <br /> NORTH LINES AND MAINTAINS A CLOSE DIRECTIONAL RELATIONSHIP WITH NORTH LOT LINES, AS <br /> 1111�� <br /> ORIGINALLY INTENDED. <br /> g 6. THE NORTH LINE OF MUNFORD AVENUE (45' R/W) EAST OF PARCEL 3 WAS ESTABLISHED FOR <br /> THIS SURVEY FROM FOUND MONUMENT AT SOUTHEAST CORNER OF (R3) SOUTHWESTERLY TO THE PA - 1200222 <br /> INTERSECTION WITH THE EAST LINE OF SAID PARCEL 3, SAID INTERSECT BEING 5 FEET NORTH OF <br /> THE SOUTHEAST CORNER OF PARCEL 3, ALSO BEING 5' NORTH OF FOUND MONUMENT (R4)(R5). LOT LINE ADJUSTMENT <br /> s THIS MAINTAINS A CLOSE DIRECTIONAL RELATIONSHIP WITH NORTH LOT LINES. <br /> a <br /> R7. P.O.B. FOR NEW STATE R.O.W. AS PER PARCEL 16162-1 OF D.N. 2012-015847. P.O.B. FOR NEW ECORD OFSURVEY <br /> COUNTY R.O.W. AS PER PARCEL 16162-2 OF D.N. 2012-015847 (SEE SH.2). F'�q <br /> �Sq R BEING A PORTION OF LOTS 45 AND 46 OF SUBDIVISION NO. 2 CLARKADOTA FIG <br /> 5 8. ALL DISTANCES SHOWN ARE GRID DISTANCES AND MUST BE DIVIDED BY 0.9999347 TO OBTAIN PLANTATIONS, LYING WITHIN SECTION 58, C.M. WEBER GRANT, <br /> GROUND DISTANCES. s CITY OF STOCKTON, COUNTY OF SAN JOAQUIN, CALIFORNIA <br /> 9. COURSES FROM D.N. 2012-015847 ROTATED COUNTER CLOCKWISE 00228'54" TO MATCH BASIS OF BEARING. N�pR� PSE JULY 2013 SHEET 1 OF 2 <br /> o <br /> N CIVIL <br /> o <br /> ENGINEERING <br /> 0 STRUCTURAL <br /> i PEN��R R� <br /> ENGINEERING <br /> N SURVEYING <br /> N 1E FRIE 0 PLANNING <br /> 3244 Brookside Road , Suite 100 Stockton , California 95219 <br /> (D.D. SHEET NO. 35) VICINITY MAP 209 - 943 - 2021 www . siegfriedeng . com Fx : 209 - 942 - 0214 <br /> SCALE: NTS <br />