Laserfiche WebLink
I <br /> BAU M BACH a PIAZZA, 1 NC. 323 W. Elm St. <br /> CIVIL ENGINEERS • SURVEYORS Lodi, CA 95240 <br /> 209.368.6618 <br /> LOCKEFORD STREET www.bpengineers.net Q <br /> 0 <br /> N 89051'22"W N 89051'22"W RECORD OF SURVEY Cn <br /> rn <br /> M <br /> 4158 South Line A 52-153 <br /> .11' _ — aportion of Block 30 of "City of Lodi" & <br /> r <br /> M 07.10r864012'.5011E <br /> Existing Track Centerline 2 <br /> aportion of the southeast quarter of <br /> Projected Track Centerline / `199,23� N89 51 22 W 80.00'-f <br /> "•` 49.65Section 1,r T. 3 N . , R. 6 E. , M . D . B. & M . <br /> See Note 3 / C•N16o41'19 E r� <br /> J J j / ' f <br /> 2a•11 Existing Building Exist. Bldg. � Exist. Bldg. Lodi, San Joaquin CCaIifornia <br /> � g .7' south of 1 = ^ City of <br /> ExistingTrack Centerline 01'01 Corner 0.9 south 0 o erty comer) �=~ 1"-401 2 of property line P P _ November, 2011 Scale : <br /> Ro <br /> FD 3/4" I.Rod 1 %0 o Sheet 1 of 1 <br /> S03045'54"W, 0.15' 1 % <br /> N 86°12'50" W I Go <br /> - - - - -' - - - - _ _ 319.99' I� BASIS OF BEARINGS: <br /> /T.� - _ - <br /> ll/T/T/TIJT/�/ — Fd. 3/4" I.Rod (1) <br /> — - - - <br /> �o, Exist, - - - - -- - -�' <br /> Bldg 1 North line of Block 30 I THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTH LINE OF <br /> • /� I 1 80.00' <br /> / 1 �Fd. Axle (1) LOCUST STREET, SHOWN ON R.S. 35-62 ASS 86014'06" E. <br /> 00 mss, I I I • <br /> SURVEYORS STATEMENT. <br /> D.N. 20)'0iJ Oleo'_)418 <br /> THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY <br /> � I I I %6 DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL <br /> M o I ry ^� I OF <br /> OD <br /> ILAND SURVEYORS' ACT AT THE REQUEST OF GARY ANDERSON IN AUGUST 2011. <br /> 3JI J 0 _ <br /> M o 1 o <br /> Ln <br /> o N DAY OF JA �� 20 �P` LAND <br /> 1 I o DATED THIS • �O coo 0 <br /> Fd. Axle (2) I I 1 ��P <br /> I 1 I o00 0� <br /> I 1 1 I dseoe 0 ftwomwa No. L 7889 z.0 <br /> I I I /� ° JOSHUA COOK ELSON, LS 7889 *. . 12/31/13 <br /> �• 1 1 1 f LICENSE EXPIRATION DATE: 12/31/13 <br /> LLJ 1 I I CA`\FO <br /> LLFd Chiselled Cross (2) 1 I 1 W COUNTY SURVEYOR'S STATEMENT: <br /> I I I W <br /> Ce <br /> Ce THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL <br /> S 86012150"E I 1 �""' LAND SURVEYORS' ACT THIS 30 DAY 0F�"�1�I1�}��'' , 201L. <br /> 319.98' <br /> ... <br /> In <br /> ZD 04 <br /> ALLEY z �F9 <br /> y <br /> 1_! <br /> o Q SFN Q (`� THOMAS M. GAU, R.C.E. 26994 <br /> d- I �!'�`' h u X1440 <br /> N f"' COUNTY SURVEYOR <br /> Ile REGISTRATION EXPIRATION DATE: 3/31/13 <br /> U <br /> O <br /> N M <br /> �,.,,, RECORDER'S STATEMENT: <br /> � (n FILED THIS R 1- AY OF 0 4 204 AT ##M. IN <br /> rn BOOK,�OF SURVEYS, AT PAGE AT THE REQUEST <br /> '~ OF JOSHUA COOK ELSON. <br /> 3. <br /> - M FEE: $ <br /> Nr <br /> in !n o %0 <br /> o <br /> V o • ° BY• <br /> En V * 0 0 y . <br /> 0 oM • N•4•• � o KENNETH W. BLAKEMORE �!�6�ElUTY RECORD R <br /> cn ASSESSOR-RECORDER -COUNTY CLERK <br /> GLS • � <br /> . LEGEND: REFERENCES <br /> D. <br /> (1) P.M. 15-17 <br /> D o B.O.B. BASIS OF BEARINGS <br /> /-125.00'(M)(3) � (2) Unfiled Dillon Engineering <br /> Ch. Br. CHORD BEARING Map, dated 1982, Job *8201 <br /> �� Ch. L CHORD L 3 <br /> 80.00'(M)(3) LENGTH� ( ) R.S. 35-62 <br /> Exist. Bldg.EXISTING BUILDING (4) D.N. 2010-150648 <br /> 319.96'(M)(3) � D FOUND NOTHING <br /> Fd. Axle (3) S 80.00'(M)(3) FdN FOUNDHE , <br /> �o <br /> 86°14'06"E B.O.B. � _ � 399.96'(M)(3) NUMBER <br /> LOCUST <br /> — I.N. INSTRUMENT I.Rod IRON ROD <br /> STREET S 8601-5143"E APS AND PLATS <br /> SFNM. &P. M <br /> P.M. PARCEL MAP <br /> NOTES: (R) RADIAL <br /> Doc a: 2012-020753 East side 1. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS Fd. sid e of Iron Pipe, R.S. RECORD OF SURVEY <br /> 02/21/2012 12:06:19 PM AND BOOK OR VOLUME PRECEDES PAGE. "A" BOOK "A" OF DEEDS <br /> Page: 1 of 1 Fee: $8.00 2. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED. Washington Street (3) FD. MONUMENT AS NOTED <br /> Kenneth W Blakemore <br /> San Joaquin County Recorders 3. THE NORTH PROPERTY LINE WAS DETERMINED BY PROJECTING Q SET 3/4" x 30" IRON ROD CAPPED AND <br /> Paid By: SHOWN ON DOCUMENT <br /> THE REMNANTS OF THE VALLEY SPRINGS SPUR TRACKS STAMPED "RCE 19638" <br /> WESTERLY AND EASTERLY, BASED ON A FIELD SURVEY <br /> PERFORMED IN APRIL, 2006. <br /> 3970-A <br /> S:\Projects\2006\06023\dwg\06023_RS.dwg 01/23/12 4:46pm-JELS01N-XREFS: 18x26_FM-RS-PM.DWG D.D. SHEET 15-B <br />