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dOO <br /> T.4 N., R.6 E., <br /> FD 2" IRON PIPE (1) M.D.B.&M. <br /> BENT IN MONUMENT BOX BAU M EACH 8& PIAZZA, INC. 323 W. Elm St. <br /> CIVIL ENGINEERS • SURVEYORS Lodi, CA 95240 <br /> SEC. 20 • SEC. 21 www.bpengineers.net 209.368.6618 <br /> SEC. 29 SEC. 28 <br /> RECORD OF SURVEY <br /> N <br /> ,-q <br /> for Lot Line Adjustment <br /> ,� N aportion of the southeastquarter <br /> N88 2436 W 40' 40' <br /> - 2645.52'(M) 2645.72'(1) SFN of Section 29, T.4 N . R. 6 E. M D . B. & M .FD. AXLE AT CENTER - - wf <br /> OF SECTION (1) 1/4 SECTION LINE ♦ - <br /> I � r, l � 170.14'_ San Joaquin County, California <br /> �� . �� 0 June, 2009 Scale : 1 " = 50' <br /> ui NOTES: �'l� 40.02'(M)(1) N 88°16'05" W N 00 <br /> tD Ln SFN Ln Sheet 1 of 1 <br /> 1. All references are to San Joaquin County records and Book or PELTIER ROAD N <br /> Volume precedes Page. 0.14' BASIS OF BEARINGS. <br /> �- 2. All distances are measured unless otherwise noted. THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF <br /> 3. Found 2-1/2" brass disk stamped "City of Lodi GPS Survey o 0 o SECTION 29, T.4 N.,R.6 E., M.D.B.& M., SHOWN ON P.M. 22-52 AS <br /> Monument LS 6953 D0509 in monument box, N 22015'00" E o SITE o 6 NORTH. <br /> in 0.14' from Section Corner. 0(- Q <br /> Initial field survey in August, 2008 revealed a railroad spike in a w ° SURVEYOR'S STATEMENT: <br /> monument box at the Section Corner which checked with > � THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME ORUNDERMY <br /> straddlers per (2). Upon return to complete survey, railroad > <br /> spike and straddlers found to be destroyed during the course of p p FD 3/4" IROD WITH DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL <br /> CAP STAMPED LAND SURVEYORS ACT AT THE REQUEST OF MICHAEL PHILLIPS IN APRIL 2009. <br /> - - _ the City of Lodi G.P.S. Control Network, R.S. 37-50. Said WOODBRIDGE ROAD — <br /> survey provides no ties to original monumentation. "RCE 19638" (2) <br /> 4. Bearings listed in D.N. 2002-140288 rotated counter-clockwise ?H ��A LAND <br /> 00 00 21 to match basis of bearings for this map. DATED THIS �� DAY OF Ad.4 R C•1� , 2010. �g� P COOA- <br /> sG� <br /> VICINITY MAP � o<c,CO `c�N <br /> � NOT TO SCALE rn �-+ ct o 0 0 <br /> %10 o0 ^ 1-N a Z :o <br /> N oo N No. L 7889 <br /> SHUA� - - - - - - - - - -- - - -.� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_ _ _ - - I � t° LICENSE OK EOXPIRATION DATEEON, LS $$2/ /31 11 *T Exp. 12i31/11 Q <br /> - - - - oo 00 <br /> qrF OF <br /> CA`\���� <br /> EXISTING GRAVEL DRIVEWAY N Ln STATEMENT OF PURPOSE: <br /> S 88°31 00 E 463.20 M <br /> 423.19' ___�J M THE PURPOSE OF THIS SURVEY IS TO ESTABLISH AND MONUMENT THE ADJUSTED PROPERTY <br /> 40.01' LINES AS DESCRIBED IN NOTICE OF LOT LINE ADJUSTMENT (PA 09-00056) RECORDED ON <br /> e - r JANUARY 28, 2010 AS DOCUMENT NO. 2010-014482, SAN JOAQUIN COUNTY RECORDS, AND <br /> TO CONFORM WITH SECTION 8762 OF THE PROFESSIONAL LAND SURVEYORS' ACT. <br /> N / \ ^ w <br /> Parcel ",'1" I i� \� COUNTY SURVEYOR'S STATEMENT: <br /> _ _ I N J <br /> z I �•� _ I ' \ I z THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL <br /> J I p I / °o \� LAND SURVEYORS' ACT THIS 3 �'0DAY OF /`f�RC,y , 2010 <br /> zzI z I l EXIST ` w <br /> R .ROOM 10.00' `10.00' Ln _ <br /> EXIST ` Q. I I o I - _ <br /> I� GARAGEsj, �►" h 10.00' o' - FoV. THOMAS R. FLINN R.C.E. 23341 <br /> EXISTING <br /> / � I COUNTY SURVEYOR <br /> - G� 4VE 1 BUILDING REGISTRATION EXPIRATION DATE: 12/31/9 <br /> SEE DETAIL A �� I \ 13.88' N <br /> EXISTo I S 88°31'00" E / �I <br /> « ... <br /> o I RECORDER'S STATEMENT: N,, 1699} � <br /> I ..••... R.ROOM 40' 40' J(�.':� ,�.t 11 �. <br /> \ FILED THIS DAY OF r� 20��AT M. IN 1 \ ,\ <br /> S 88031'00" E w = EXISTING I / .� BOOK OF SURVEYS, AT GE AT THE REQUEST <br /> •; 13.88' Ln / BUILDING I / I OF JOSHUA COOK ELSON. <br /> . O <br /> O M O <br /> o �' DETAIL A � . <br /> z N o I Scale: 1"=20' FEE: $ <br /> 88 31 00 W I N 88031'00" W .- 0 <br /> 302.45' • <br /> 53.32' w S 01°29'00" W I BY: <br /> o _ 33.00' I KENNETH W. BLAKE-MORE- <br /> > + /DEPUTY RECORDER <br /> C:) •-� 100.00 <br /> 262.44' 40.01' 0 ASSESSOR-RECORDER -COUNTY CLERK <br /> Ln <br /> I c j o N 88°31'00"I W S 01029'00" W <br /> o I �, k I 23.41' REFERENCES LEGEND: <br /> (1) P.M. 22-52 B.O.B. BASIS OF BEARINGS <br /> o I I z 36.96' I °° 2 R.S. 32-105 S.F.N. SEARCHED FOUND NOTHING <br /> z I I , <br /> N 88031'00" WM I m (3), D.N. 2002-140288 EXIST EXISTING <br /> �� - - - _ - - - - - � = FD FOUND <br /> - - --� Doc N: 2010-046371 SEC. SECTION <br /> Fri Apr 02 15:39:49 PDT 2010 1.N. INSTRUMENT NUMBER <br /> 1314.46' (M) 1314.54' (3) Q Page: 1 of 1 Fee: $8.00 <br /> z Kenneth W Blakemore P.M. PARCEL MAP <br /> N 88°18'21" W .-� San Joaquin County Recorders <br /> Paid By: SHOWN ON DOCUMENT R.S. RECORD OF SURVEY <br /> i.n 2002-J40-288 <br /> ^� ^ < < � � R.ROOM RESTROOM <br /> *-� D.N.. 200 I.�028� w REF. REFERENCE <br /> T. 4 N., R. 6 E. <br /> SEE NOTE 4 000 M a, M.D.B. & M. O SET 3/4" X 30" IRON ROD CAPPED AND STAMPED <br /> ,n FD EMPTY MON. BOX AT 1/4 SECTION r`i _ M "LS 7,889", UNLESS OTHERWISE NOTED. <br /> CORNER WITH 2' STRADDLERS (1). SET 3/4" �*Ln 11 ,� , <br /> • FD. 3/4 REBAR WITH CAP STAMPED L.S. 4124 (1) <br /> IRON ROD WITH CAP STAMPED "LS 7,889" 25.00' o o UNLESS OTHERWISE NOTED. <br /> 1305.80' (M)(3) - _ Woodbridge RoadSEC. 29 SEC. 28 FD. MONUMENT IN MONUMENT BOX AS NOTED. <br /> o z Z �, <br /> N SEE NOTE 3 FD RR SPIKE (2) SECTION LINE <br /> 2644.89'(M) 2645.09'(1) -l/ - - - • _ <br /> SECTION LINE - _ <br /> S 88024'01" E N 2019.79'(M)(2) S 88°27'50" E <br /> SEC. 32 SEC. 33 613.93 (M) 614.01 (2) S 88°27'50" E' "--FD 1" IRON ROD (2) <br /> (-'-- NO CAP <br /> S:\Projects\2007\07072-01\dwg\07072-01_RS.dwg 03/26/10 4:18pm-3EL.S0N-XREFS: 07072_Topo.dwg 18X26_FM-RS-PM.dwg 07072-01_HC.dwg REFER: PA 09-00056 D.D. SHEET 13 4112-A <br /> I <br /> o <br /> I <br />