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- of <br />k,- <br />W <br />N <br />C7 <br />pJ� o <br />0 <br />h' DETAIL B� <br />¢� r <br />26 <br />FD 1"IRON <br />PIN (2x6) <br />2g13.00�1x� r r <br />APPROXIMATE SEC. CORNER <br />T. 4 N. <br />SEC. 33 SEC. 34 <br />w SEC.4 SEC.3 <br />N T. 3 N-4 R. 5 E. <br />N <br />e- <br />0 <br />z I <br />N <br />I M <br />I g�(4 <br />Ml 2w <br />1/4 SEC. <br />LINE <br />NOTES: <br />1. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS AND BOOK OR VOLUME <br />PRECEDES PAGE. <br />2. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED. <br />3. ALL MONUMENTS ARE UMREFERENCED AND UNTAGGED UNLESS OTHERWISE NOTED. <br />4. SOUTH 1/4 SEC. COR. OF SEC. 35. FOUND 2" IRON PIPE 2.3' BELOW SURFACE. SET 3/4" <br />X 30" IRON ROD CAPPED AND STAMPED "BAUMBACH AND PIAZZA ELSON PLS 7889" <br />WITH 2' MAG NAIL STRADDLERS IN EXISTING MONUMENT BOX ABOVE IRON PIPE. <br />S. DISTANCES REFERENCED PER (2) ARE CALCULATED FROM COORDINATES PER (2) AND <br />CONVERTED TO GROUND DISTANCES PER NOTE 6. <br />6. THE CENTER OF SEC. 2 WAS CALCULATED FROM TIES TO MONUMENTS IDENTIFIED ON <br />R.S. 28-122. TO OBTAIN GROUND DISTANCES FROM R.S. 28-122, THE GRID DISTANCES <br />WERE DIVIDED BY THE COMBINED FACTOR, 0.999948. COORDINATES SHOWN ARE <br />GROUND BASED AND ADJUSTED TO THE COORDINATES OF THIS MAP. <br />7. BEARINGS FROM I.N. 93071047 ARE ROTATED 00057'41" COUNTERCLOCKWISE TO <br />Q ' MATCH THE BEARINGS OF THIS MAP. <br />8. THE IRRIGATION DITCH CALLED OUT IN (8) NO LONGER EXISTS AND HAS BEEN FILLED <br />IN. AS PART OF A SURVEY OUR OFFICE PERFORMED IN APRIL, 2017, WE PREPARED AN <br />ORTHOPHOTO WHICH DEPICTED SAID IRRIGATION DITCH. THE CENTERLINE OF SAID <br />IRRIGATION DITCH FOLLOWED THE BEARINGS AND DISTANCES CALLED OUT IN (8) <br />AND AS DEPICTED ON THIS MAP. <br />FD 5/8" SQUARE <br />ROD (3X4) <br />I <br />FD 5/8" SQUARE <br />ROD (3)(4) <br />2�ss81 2g13•�,C1xp�- <br />2g13 oa�0) <br />I I <br />DETAIL B <br />SCALE: 1=100' <br />FD 1" IRON PIN (2)(6) <br />SEE NOTE 8-1 <br />N84° 05' 11"E <br />499.00'(M)(7XI <br />T. 4 N. <br />SEC. 34 <br />8° 51' 04"E 5260.661(M 5248.0'(1) <br />2200. %' ) 1736.80' <br />_ 2256.95'(7x8) SFN <br />v <br />g NO EVIDENCE OF <br />V N FENCE PER (1) <br />O <br />ih <br />M <br />APPROXIMATE <br />SEC. CORNER 1/4 SEC. LINE I <br />SEC. 35 <br />SEC.3 SEC.2 <br />I <br />T. 3 Nj <br />R. 5 E. 5260.66'(M) 5248.0' O 1 SFN <br />I <br />CENTERLINE OF N 2242264.74 <br />HIGHLAND CANAL ' 42.62' E 6303215.08 <br />N 40.24' N <br />I <br />�,*&J <br />I <br />I <br />DETAIL A <br />SCALE: 1' =100' <br />SOUTH LINE OF COTTA ROAD <br />& 1/4 SEC. LINE OF SEC. 2 <br />' S:\Projects\2011\11008\dwg\11008-02_RS.dwg 01/27/25 12:57pm-CURTIS-XREFS: 18x26_FM-RS-PM-02.DWG <br />P <br />oy6 <br />20 <br />9�. <br />CENTERLINE OF <br />HIGHLAND CANAL <br />DETAIL A <br />r � <br />SFN <br />SEE NOTE 4 -� <br />T. 4 N., R. 5 E. <br />SEC. 35 <br />SEC. 2 <br />T. 3 N., R. 5 E. <br />N 2239161.06 <br />CENTERLINE OF <br />JACOB BRACK ROAD, <br />R=6W.03' <br />L-940.42' <br />0=89°47'5T' <br />NORTH 1/4 SEC. COR. OF <br />SEC. 35, FD BRASS CAP <br />STAMPED "SJ CO RE 11988" <br />WOODBRIDGE ROAD <br />Cq <br />io <br />r <br />-SFN I <br />N 2242264.74 <br />M <br />1/4 SEC.-\ c <br />LINE <br />CENTER OF <br />SEC. 2 (2), S <br />SEE NOTE 6 <br />E 6303215.0t <br />r <br />M <br />M <br />0 <br />8 <br />0) <br />1/4 SEC. <br />UNE <br />SEC. COR-\ <br />N890 05' 09ww <br />2636.11'(M)(5) <br />TURNER ROAD <br />COTTA ROAD 'ys.salmx�X�) <br />B.O.B. S890 33' 19"E 8155.75'(Mx6) N <br />E <br />D.D. SHEET 80 & 86 <br />8 <br />SAU�: 04 & ZWA- f #40. 323 W. Elm St. <br />CIVIL E1V4lt%WF_R8 • SURVI=-YOR€a Lodi, CA 95240 <br />www.bp"irmws.net 209•368.0618 <br />RECORD OF SURVEY <br />of a portion of Sections 33, 34 & 35, <br />T"4 N., R.5 E., and Sections 2, 3 & 41 <br />T.3 N.,R.5 E., M.D.B.& M., <br />San Joaquin County, California <br />December, 2024 Scale: 1"= 300' <br />Sheet 1of1 <br />BASIS OF BEARINGS: <br />THE BASIS OF BEARINGS FOR THIS SURVEY IS THE SOUTH LINE OF COTTA <br />ROAD AND ITS EXTENSION SHOWN ON R.S. 38-7, AS S 89033'19"E. <br />SURVEYOR'S STATEMENT: <br />THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY <br />DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL <br />LAND SURVEYORS' ACT AT THE REQUEST OF DAVE NUSS IN OCTOBER 2024. <br />fM <br />DATED THISDAY OF A iozS <br />SHUA COOK ELSON, P.L.S. 7889 <br />COUNTY SURVEYOR'S STATEMENT: <br />THIS MAP HAS BEEN EXAMINED IN ACCORDA CE,�WITH SECTION 8766 OF THE <br />PROFESSIONAL LAND SURVEYORS' ACT THISDAY OF JAW VA2Y , 20Zg- <br />JAMES E. HART, L.S. 8657 <br />COUNTY SURVEYOR _ <br />RECORDER'S STATEMENT: <br />FILED THIS 6 DAY OF 2� , 20ATYISS M. IN <br />BOOK4LI OF SURVEYS, AT PAGE AT THE REQUEST <br />OF JOSHUA COOK ELSON. <br />p <br />FEE: $ /� <br />STEVE J. 9tSTOI ARIDES <br />ASSESSOR -RECORDER -COUNTY CLERK <br />ASSLSIAWDEPUTY RECORDER <br />LEGEND: <br />REFERENCES <br />B.O.B. <br />BASIS OF BEARINGS <br />(1) <br />M.&P. 4-8 <br />S.F.N. <br />SEARCHED, FOUND NOTHING <br />(2) <br />R.S. 28-122. SEE NOTE 5 <br />FD <br />FOUND <br />(3) <br />P.M.21-58 <br />(M) <br />MEASURED DISTANCE <br />(4) <br />R.S. 5-291 <br />(C2) <br />CALCULATED FROM (2) <br />(5) <br />P.M. 25-164 <br />SEC. <br />SECTION <br />(6) <br />R.S.38-7 <br />I.N. <br />INSTRUMENT NUMBER <br />(7) <br />CHW VV-362 S.J.C.S.R. <br />M. & P. <br />MAPS AND PLATS <br />(8) <br />I.N. 93071047 <br />P.M. <br />PARCEL MAP <br />R.S. RECORD OF SURVEY <br />COR CORNER <br />CHW CHARLIE WIDDOWS UNRECORDED MAP WITH <br />FILING INFORMATION <br />S.J.C.S.R. SAN JOAQUIN COUNTY SURVEYOR'S RECORD <br />O SET 3/4" X 30" IRON ROD CAPPED AND <br />STAMPED "BAUMBACH & PIAZZA ELSON PLS 788911, <br />UNLESS OTHERWISE NOTED. <br />FD. MONUMENT AS NOTED. <br />® FD. BOLT AND WASHER IN MONUMENT BOX PER (5) <br />® FD. 3/4" PIN WITH WELDED WASHER (2) <br />