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I <br /> BAU M BACH & PIAZZA, INC, 323 W. Elm St. <br /> FD 1" Pipe at Center CIVIL ENGINEERS • SURVEYORS Lodi, CA 95240209.368.6618 <br /> of Sec. (1) www.bpengineers.net <br /> RECORD OF SURVEY <br /> 400 %D <br /> Aportion of the southwestquarter of <br /> Section 31, TA N , ,R, 6 E. , M , D, B,& M <br /> 1/4 Sec. Line o San Joaquin CCalifornis <br /> Vineyard N `� May,, 2011 Scale : 1"=200' <br /> in <br /> / Existing Well, Center � N Sheet 1 of 1 <br /> / of Well 1.3' West of I to <br /> Property Line <br /> I I <br /> 20' Roadway � � 1411.40'(M)(1) S89049'44"E � m BASIS OF BEARINGS: <br /> 706.30'(M)(2)(3) 705.10 (M)(3) 706.30'(M)(2) <br /> 10.4' Easement(2) / 30.00' (M)(1) THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF THE <br /> 147.70'(M)(2) _...� / Found 5/8" Iron Rod; M SOUTHWEST QUARTER OF SECTION 31, T.4 N.,R.6 E., M.D.B.& M., <br /> / Found 3/4" 3/4" Iron Rod per (1) o vi SHOWN ON R.S. 27-67 AS N 01019'30" W. <br /> .� Iron Rod (1) N o <br /> 3.5' Vineyard �/ � o o <br /> n 13 / v z SURVEYORS STATEMENT: <br /> / THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY <br /> rn DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL <br /> a, LAND SURVEYORS' ACT AT THE REQUEST OF JOHN BECKMAN IN MAY 2011. <br /> ♦ � N �� <br /> ` � aftft � � �' z �' P� SAN <br /> ,-4 DATED THIS DAY OF I , 2001 <br /> D ETAI L A o ,., � P G <br /> Cli <br /> Scale: 1'=20' z N GO� FCP�� <br /> BDo 0 00 0� <br /> i w ♦ O �' a—' No. L 7889 <br /> / o o N SHUA COOK ELSON, LS 7889 * Exp. 12/31/11 *. <br /> ` z N ^ LICENSE EXPIRATION DATE: 12/31/11 (P12 <br /> / ♦ r' ^ OF <br /> 20' Roadwa N v COUNTY SURVEYOR'S STATEMENT: <br /> Easement(2) ` N N <br /> ��� ���� �• ���� I N THIS MAP HAS BEEN EXAMINED IN AR ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL <br /> D.N. _ <br /> / _ N LAND SURVEYORS ACT THIS 28 DAY OFA/ 2011 <br /> � 281.40 ��� 147.70 (M)(2) N � <br /> G,2N! <br /> 5.4' -o---{I Ln <br /> ' M M <br /> Vineyard Vineyard / /j�• �:?GL �' �� , �,�,;, ,19 <br /> 1 ^ / THOMAS M. GAU, R.C.E. 26994 <br /> COUNTY SURVEYOR <br /> ri ori REGISTRATION EXPIRATION DATE: 3/31/13 CC <br /> 20' Roadway �"� M ' <br /> N N <br /> Easement(2)1 EXR 131-13 <br /> RECORDERS STATEMENT: <br /> ♦I= _ I .100 <br /> See]Detail 'A' Found 3/4" FILED THIS (P DAY OF 201% AT M. IN <br /> — — See Detail I B � —► �,� �► <br /> Iron Rod (1) BOOK 0I OF SURVEYS AT PAGE AT THE R UEST <br /> D ETAI L B , — Q � 0T C <br /> Scale: 1'=20' 705.50' 705.10'(3) 706.30'(M)(2)(3) <br /> OF JOSHUA COOK ELSON. <br /> Found 1-1/2" 276.40' 281.40' <br /> woo Iron Pipe; 3/4" (M)(1) 281.001(3) 00 <br /> 00o ♦ Iron Rod per (1) FEE: $400.00 1 • <br /> 1411.80' I I 1411.40'(1) West <br /> Q ' 20' Roadway ♦ Found 1-1/2 <br /> L� <br /> O ' I Easement(2) I Iron Pipe; 3/4" M I I BY. OD <br /> p� f"Ifft <br /> Iron Rod per (1) in KENNETH W. BLAKEMORE T l"/DEPUTY RECORDER <br /> I ` ° I I ASSESSOR-RECORDER -COUNTY CLERK <br /> 1.4' <br /> 1 z Fr.6). 27-67 <br /> I I r;j NII o LEGEND: REFERENCES <br /> I Existing I r' CL 20' Roadway Easement (2) (1) R.S. 27-67 <br /> CL 20' Roadwa i o I ao B.O.B. BASIS OF BEARINGS <br /> Building o r• (2) I.N. 91017607 <br /> Easement(2) FD FOUND <br /> / Cb <br /> Easement(2) r: 2002-19925 o SEC. SECTION (3) D.N. 2008-121303 <br /> SE <br /> I.N. INSTRUMENT NUMBER Go R.S. RECORD OF SURVEY <br /> SEC, 36 SEC, 31 I I / I I CL CENTERLINE <br /> T.4N.R.SE. T.4N.R.6E. �`.� � � /-See Detail 'C' O SET 3/4" X 30" IRON ROD CAPPED AND STAMPED <br /> ♦ Ii / "LS 7,889", UNLESS OTHERWISE NOTED. <br /> Found Bolt & 1 Found Bolt &Washer 0 FD. MONUMENT AS NOTED. <br /> Washer (1) in MB DETAIL 'C' I I at 1/4 Sec. Comer (1) VINEYARD <br /> at Sec. Corner Scale: 1'=20' 854.00'(M)(2) —� 1355 <br /> Doc q: 2011-151355 <br /> PM <br /> TURNER ROAD _� Page: I12/06/2011 <br /> 0of 03 Fee13$8.00 <br /> 2644.69' 2644.15'(1) West Kenneth W Blakemore <br /> SEC. 1 SEC. 6San <br /> NOTES: PaidJByauSHOWNuONyDOCUMENTrs <br /> T.3 N.R.S E. T.3 N.R.6E. 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. ALL FOUND MONUMENTS ARE UNTAGGED UNLESS OTHERWISE <br /> S:\Projects\2011\11009\dwg\11009_RS.dwg 10/28/11 2:46pm-JELSON-XREFS: 11009-Topo.dwg 18X26_FM-RS-PM.dwg D.D. SHEET 13 NOTED. 4166-A <br />