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3181 <br /> FD 3/4" IROD ( FD 3/4" IROD <br /> TAGGED LS 5978 (4) TAGGED LS 5978 (5) <br /> s790 48'08"E MOKELUMNE STREET S.F.N. / � <br /> ///L— — — _ _ _ _ BAUMBACH 8 PIAZZA, INC. 323 W. Elm St. <br /> ( )( ) CIVIL ENGINEERS • SURVEYORS CA 95240 <br /> FD. 2-1/2" BRASS DISK �j W <br /> 420.13' M 6 Lodi, <br /> STAMPED"CITY OF LODI W C7W / FD 5 8" S www.bpengineers.net 209.368.6618 <br /> GPS SURVEY MONUMENT Q� Z W / QUARE PIN \ <br /> oMo. IN MB, NO RECORD <br /> !— 1 I Q. <br /> LS 6953 D0509"(10) o <br /> �-- 1 0.67' �3o'E RECORD OF SURVEY <br /> U 0 M I FD MAG NAIL, "THOMAS' <br /> � <br /> . g � N of a portion of Block 21 of TH O MAS <br /> O RECORD <br /> 00 ADDITION to the Town of <br /> i 0.20' N45042'E WOODBRIDGE, <br /> \ of the southeast� being/ a portion quarter of <br /> Section 34, T.4 N . ,R. 6 E. M . D. B.& M . , <br /> FD NAIL WITH 3.68 (96p <br /> PUBLIC WORKS 3.,8'GR Io DETAIL " 11 San Joaquin County,, California <br /> BRASS TAG IN /4� 90 09 45C <br /> MB, CR-09-76 FD NAIL (2) FD BOLT & WASHER (2) INDIANA STREET / - 90000'00"(113) Scale: 1"=1' August, 2009 S 1 " =60' <br /> - S79 47 11 E - IN MB, CR-09-73 / \ <br /> • -� - - - - - - -�.. S79° 37' 50"E(M) 184.98'(M)(3) Sheet 1 of 1 <br /> 420.63' 420.23' 420.101 (2)___V1 0 419.90' <br /> W t j M FD 3/4" IPIPE <br /> LU W� � I ° � ,� � � `� SEE DETAIL "C" No TAG (3) BASIS OF BEARINGS: <br /> �-- r-- _ _ _ _ S790 11 E_319.92_ 320.0 (7) -._ <br /> ~ --® - - -- '- - BEARINGS AND GRID DISTANCES ARE BASED ON THE 2007 NATIONAL READJUSTMENT OF <br /> LU hI� �"� ,� THE NORTH AMERICAN DATUM <br /> � I O w QUQ 1 w M I OF 1983 (NAD83(2007)). AoLINE BETWEEN CITY OF LODI <br /> J ..r..1 C�'03Q�� 30' 20'1,p w ( MONUMENTS NO. D0509 AND NO. H1090 BEARS SOUTH 47 20 36 EAST AS CALCULATED <br /> r.� H _ FROM CITY OF LODI G.P.S. CONTROL NETWORK", FILED FOR RECORD IN BOOK 37 OF <br /> O rn -j `?�' IoW 1YI P 2,61 <br /> to the z n I SURVEYS, AT PAGE 50, SAN JOA UIN COUNTY RECORDS. <br /> ° ��h 1 w w , D1T�pN 1 Q ALL DISTANCES ARE GROUND <br /> o�? , `pI „7HDMA� ApODBR�d 0 w rn l Iw LEVEL DISTANCES AND MUST BE MULTIPLIED BY 0.999948009 TO OBTAIN GRID DISTANCES. <br /> - of <br /> a? y�� .`Vo I Town <br /> 0 w SURVEYOR'S STATEMENT: <br /> 06 <br /> MI z w THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER ER MY <br /> rn <br /> o1_ M Io DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL <br /> W LAND SURVEYORS ACT AT THE REQUEST OF THE CITY OF LODI IN MAY 2009. <br /> Ml�o 00 M 1N I Z <br /> W w IM Q <br /> W IN w WOODBRIDGE IRRIGATION DISTRICT CANAL o ~ • <br /> -�I'-'w o O r'I- .ti's DATED THIS .. DAY OF h L. 20111 P�- LAN <br /> -- , �r SEE DETAIL "All � W N(� _ - �...� . .� _ �p� C O 0 0 P <br /> Cj C-4 <br /> FD. 2-1/2" BRASS DISK I W o o) � M vv Cn CNQ ' <br /> o 0CO. ? 4. l(P <br /> 0 <br /> 0 <br /> STAMPED"CITY OF LODI 1 I Z I v I vl JOSHUA a°G- No. L 7889 <br /> GPS SURVEY MONUMENT 1 ° ( O COOK ELSON, LS 7889 * � 12/31/11 <br /> N LICENSE EXPIRATION DATE: 12/31/11 d1>1 <br /> Q, <br /> 0 I / S77 22 19 E 320.25' N F- o9 <br /> LS 6953 H1090"(10) / I ` \ M / N o z <br /> Iw T w �► OF CGO <br /> AI-\ <br /> to �� w o :-, COUNTY SURVEYOR'S STATEMENT: <br /> � Co z <br /> 70 23 30 (M)(2)(9) - THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL <br /> " z co a� <br /> LO <br /> .. N w <br /> "I Iw d°R' 38-7.5-34- w I U LAND SURVEYORS' ACT THIS -_ DAY OF 2pl� <br /> I S77°22' 19"E I - cn APRIL , <br /> q8"� 5.98' r�i I i�, in uwi Qco 0 <br /> — <br /> 2 o ' <br /> 1 30,T_ 20' I� � .� .• � <br /> \ ( lo ORIGINAL R/W (7) i <br /> CN <br /> �- <br /> ��, d. <br /> THOMAS R. FLINN, R.C.E. 23341 J;w pw <br /> oCi I ------- - -�--- ------ ------,� Q COUNTY SURVEYOR <br /> 1 <br /> \ to 1 / avo ( N N790 47'30"W 320.00' (M)(7) I _I REGISTRATION EXPIRATION DATE: 12/31/11 <br /> I 331.02 � � <br /> T SEE DETAIL "B" <br /> s <br /> 1 z _ S79°47'30 "E 340.00' / <br /> N7 0 B.S.R. R-71-330 S.F.N.co <br /> RECORDER'S STATEMENT: .P <br /> 9 47'30"W 420.01 - - Doc a: 2010-058073A <br /> FILED THIS DAY OF p1 20 jo ATIQ�_ <br /> p Wed Apr 28 10:33:45 PDT 2010 AM. IN ,, , sA< <br /> "All <br /> CAROLINA STREET Page: 1 of 1 Fee: $8.00 BOOK <br /> Fee: SURVEYS, ATP GE AT THE REQUEST <br /> q /� Z S.F.N. M Kenneth W Blakemore <br /> DETAIL A OF JOSHUA COOK ELSON. <br /> Scale: �" 30' N San Joaquin County Recorders <br /> _ � � Paid By: SHOWN ON DOCUMENT <br /> N N N 11111 FEE: $ •°� <br /> S.F.N. FD BOLT &WASHER (2) R"&.",KENNETH W. BLAKEM ORE EPUTY R BY: <br /> CORDER <br /> _ <br /> _ 419.96' (M)(2) _ 420.12' _ ASSESSOR-RECORDER COUNTY CLERK <br /> S790 47'49"E <br /> - - - \ <br /> WS.F.N.ACADEMY STREET /———---—— \ LEGEND: REFERENCES <br /> 00 <br /> SET ANCHOR NAIL AND / 320.00 \ (1) M & P 37-89 <br /> _Qkkaim <br /> B.O.B. BASIS OF BEARINGS <br /> I� WASHER STAMPED M (2) R.S. 36-130 <br /> COR. CORNER <br /> F•- "ELSON LS 7889" N (3) R.S. 32-45 <br /> LU (n / Ir-- 141t \ S.F.N. SEARCHED, FOUND NOTHING <br /> � :5 <br /> U NOTES: M FID FOUND (4) C.R. 04-05 <br /> I SEC. SECTION (5) C.R. 04-08 <br /> 1. ALL REFERENCES ARE TO SA I D.N. 2007-216077 - (6) R.S. 34-142 <br /> T_ �.., N JOAQUIN COUNTY RECORDS AND BOOK OR VOLUME c1/ I.N. INSTRUMENT NUMBER <br /> o) -j PRECEDES PAGE. ° M MEASURED <br /> Z 2. ALL DISTANCES ARE MEA S65 19'39"W qqt o ( ) (7) M & P 2-61 <br /> MEASURED UNLESS OTHERWISE NOTED. c P.M. PARCEL MAP (8) B.S.R. 71-330, <br /> 10.95� z 3. AN EXHIBIT WAS CONTAINED IN THE SAN JOAQUIN COUNTY SURVEYOR'S ROADWAY N / M & P MAPS AND PLATS O.R. 3508-406; SEE <br /> R.S. RECORD OF SURVEY NOTE 3 <br /> FD 3/4" IROD TAGGED "RCE ABANDONMENT RECORDS WHICH INDICATES THE WOODBRIDGE IRRIGATION 331.02 s R.S. <br /> (9) P.M. 2-122 <br /> INGLEWOOD DRIVEI'll • 19638" IN MB (1) DISTRICT CANAL IS 120 FEET AND 106.5 FEET NORTH OF THE CAROLINA STREET B.S.R. BOARD OF SUPERVISORS RESOLUTION <br /> RIGHT OF WAY AS MEASURED ALONG THE EAST RIGHT OF WAY OF ORANGE STREET 340.00 p SET 3/4" X 30" IRON ROD CAPPED AND STAMPED (10) R.S. 37-50 <br /> AND THE WEST RIGHT OF WAY OF MAIN STREET, RESPECTIVELY. THE LOCATION OF � "LS 7,899", UNLESS OTHERWISE NOTED <br /> THEL CENTERLINE OF SAID CANAL IS PRORATED BASED ON SAID EXHIBIT. SET ANCHOR NAIL AND SET MAG NAIL AND WASHER STAMPED <br /> WASHER STAMPED DETAIL111311 "ELSON LS 7899", UNLESS OTHERWISE NOTED <br /> ELSON LS 7889 FD. MONUMENT AS NOTED <br /> S:\Projects\2009\09017\90_Sheet_Sets\02_Plans_Maps\09017_WPP_RS.dwg 04/02/10 5:41pm-JELSON-XREFS: 09017_Control.dwg 18X26_FM-RS-PM.dwg D.D. SHEET 12 Scale: 1"=10' FD. MONUMENT IN MONUMENT BOX (MB) AS NOTED <br /> 4147-A <br />