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T.3 N., R.7 E. <br />M.D.B.&M. <br />1/4 SEC. LINE STATE H WY ROUTE 12 <br />SEC. 6 SEC. 5 — — — N89° 25'39"E 2681.70'(M) 2681.69'(1) 2681.28'(3) — — <br />1340.85'(M) 1340.64'(3) <br />I <br />R.S. 40-28 <br />(2) <br />R.S. 37-5 <br />S.F.N. <br />R.S. 13-22 <br />(4) <br />R.S. 26-182 <br />60, <br />FD. 3/4" IRON ROD IN MONUMENT BOX <br />LU <br />>. <br />AT 1/4 SECTION CORNER(1) <br />Z <br />Z <br />^ <br />M <br />CL <br />R.S. 26-182 <br />Uj N <br />O <br />N <br />`^° <br />1/4 1/4 SEC. LINE <br />(0 <br />z <br />�- <br />O <br />N <br />CID <br />SEE DETAIL <br />N <br />S.F.N. PER (2)(3) <br />^ <br />108.87'(M) 108.84'(2) <br />ao <br />m <br />Q <br />1232.29'(Mx2) <br />FD. 3/4" REBAR WITH CAP <br />►� <br />0 <br />STAMPED "PLS 7736"(1)(2) N <br />N <br />lh <br />ch <br />N <br />O <br />LL IL <br />'r - <br />oJ <br />co <br />LLI <br />`v <br />coh <br />Z <br />^ <br />xV <br />a <br />`° <br />v <br />o <br />ju <br />PARCEL 1 <br />c <br />co ( <br />o <br />R. S. 37-5 <br />z° <br />N <br />LU <br />° <br />o <br />� <br />( <br />o <br />CO)F�V <br />S890 57' 11 "V1l 134.86' <br />FD. SPIKE AT 1/16 SECTION CORNER <br />20 20' <br />(1) <br />-- -- <br />1341.50'- <br />341.50' <br />PINE <br />PINE STREET 30' <br />FD. 3/4" REBAR WITH CAP <br />STAMPED "PLS 7736"(1)(2) <br />W <br />D <br />wI <br />CC <br />OC <br />= <br />V I <br />I <br />Ut 1 AIL <br />Scale: 1"=30' <br />FD. R.R. SPIKE IN MONUMENT <br />AT CENTER OF SECTION 5 (1) <br />— — 1aa2.48'— <br />S890 4914911E 1042.49' <br />35'35"(M)(4) <br />R.S. 13-22 <br />16.75 ACRES <br />D.N. 2021-086627 <br />N89° 41'25"E 3331.69(2 CALC'D) <br />2682.32'(M) 2681.96'(3) <br />E. LINE OF THE W. 16 ACRES - <br />OF THE N. 1/2 OF THE N. E. 1/4 <br />OF THE S.W. 1/4 OF SEC. 5 <br />7' <br />X <br />0 <br />N <br />S. LINE OF THE N. 1/2 OF THE N.E. <br />1/4 OF THE S.W. 1/4 OF SEC. 5 <br />D.N. 202/086628 <br />PARCEL 2 <br />R.S. 37-5 <br />SET MAG SPIKE WITH WASHER STAMPED <br />"ELSON LS 7889" IN PAVEMENT <br />1/4 1/4 SEC. LINE-, <br />1341.50' <br />N890 57'1 1 "E 2683.00'(M) 2682.99'(1)(2) <br />— CENTER OF S.W. 1/4 OF SEC. 5 <br />FD. MAG NAIL WITH WASHER, <br />STAMPED "SJCO" PER (1) <br />R.S. 40-28 <br />FD. 3/4" IRON ROD, CAP - <br />NOT LEGIBLE, 20' NORTH <br />OF 1/16 CORNER (1) <br />1/16 CORNER (1) <br />SFN <br />B.O.B. BASIS OF BEARINGS <br />CALC'D CALCULATED <br />S.F.N. SEARCHED, FOUND NOTHING <br />FD. FOUND <br />(M) MEASURED <br />SEC. SECTION <br />R.S. RECORD OF SURVEY <br />O SET 3/4" X 30" IRON ROD CAPPED AND STAMPED <br />"BAUMBACH & PIAZZA ELSON PLS 7889", <br />UNLESS OTHERWISE NOTED. <br />0 FD. MONUMENT AS NOTED. <br />® FD. MONUMENT IN MONUMENT BOX AS NOTED. <br />NOTES: <br />1. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS <br />AND BOOK OR VOLUME PRECEDES PAGE. <br />2. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED. <br />3. MONUMENTS ARE UNTAGGED AND UNREFERENCED UNLESS <br />OTHERWISE NOTED. <br />I S:\Projects\2020\20012\3_Drawings\20012_HC2.dwg 05/30/23 2:38pm-30SH-XREFS: 20012_tm.dwg 20012_hc.dwg 18x26 fm-rs-pm.dwg 20012_aerial.dwg D.D. SHEET NO. 16 <br />REFERENCES <br />(1) <br />R.S. 40-28 <br />(2) <br />R.S. 37-5 <br />(3) <br />R.S. 13-22 <br />(4) <br />R.S. 26-182 <br />Ifo -lbs' <br />BAUMBACH & PIAZZA, INC. 323 W. Elm St. <br />CIVIL ENGINEERS • SURVEYORS Lodi, CA 95240 <br />www.bpengineers.net 209.368.6618 <br />RECORD OF SURVEY <br />0 <br />Ln <br />N <br />of a portion of the northwest quarter of <br />Section 5, T.3 N.,R.7 E., M.D.B.& M., <br />San Joaquin County, California <br />March, 2022 Scale: 1"=200' <br />Sheet 1 of 1 <br />Q <br />I.L <br />V I <br />� I <br />Z <br />J <br />V <br />wl <br />F" FD. 3/4" IRON PIPE <br />WITH PLUG STAMPED <br />"LS 4124" (1)(2) <br />Doe tt: 2023-051237 <br />06,'29/2023 08:25:50 RM <br />Page. 1 ,+f 1 Fee $95.00 <br />Steve J, Bestolarides <br />San Joaquin County Recorders <br />Paid By: SHOWN ON DOCUMFNT' <br />SII! <br />I'vilI�J`i'�I ��� 11 <br />BASIS OF BEARINGS: <br />THE BASIS OF BEARINGS FOR THIS SURVEY IS THE WEST LINE OF THE <br />SOUTHWEST QUARTER OF SECTION 5, T.3 N.,R.7 E., M.D.B.& M., SHOWN <br />ON R.S. 40-28 AS N 00012'30"W. <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 RIVERMAID TRADING COMPANY IN <br />MAY, 2020. <br />ir <br />DATED THIS 31 DAY OF A**t , 20_n <br />-001 qetb 604 <br />SHUA COOK ELSON, P.L.S. 7889 <br />COUNTY SURVEYOR'S STATEMENT: <br />THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL <br />LAND SURVEYORS' ACT THIS 240 DAY OF J UIQIEE , 2023. <br />JAMES E. HART, L.S. 8657 <br />COUNTY SURVEYOR <br />RECORDER'S STATEMENT: �. <br />FILED THIS" DAY OF U N J 2 AT a! A M. IN <br />BOOKqO OF SURVEYS, AT PAGE ! S", AT THE REQUEST <br />OF JOSHUA COOK ELSON. <br />FEE: $ <br />STEVE J. BESTOLARIDES <br />ASSESSOR -RECORDER -COUNTY CLERK <br />BY: NiV•lll.�l wn <br />-ASS STANT/DEPUTY RECORDER <br />4250-A <br />