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1 2 3 4 5 6 8 9 10 11 12 13 <br /> A A <br /> ECORD OF SURVEY <br /> K 1 \1 1 Z, \\\ ` \\ _ \ \ \ BEING A PORTION OF SECTIONS 21, 22, 23, 33, 34 & 35 <br /> CITY OF <br /> r 11I I s \ \\�\\� \\\,\ , , \ <br /> \ \ \\ - \ <br /> �\� \ � - \ u' OF C.M. WEBER GRANT (EL RANCHO DEL CAMPO DE LOS FRANCESES), <br /> - \ �A\ <br /> �Irl <br /> S <br /> TO.CKTON �� CITY OF STOCKTON, COUNTY OF SAN JOAQUIN, <br /> � STACALIFORNIA <br /> TE OF CALIFORN <br /> - <br /> y <br /> PREPARED BY: <br /> \ 1 1 <br /> v <br /> B ._.� KJELDSEN , SINNOCK & NEUDECK, INC. B <br /> 1_ P v `\_ A <br /> \ v v <br /> s \� c y \ v �_ CIVIL ENGINEERS & LAND SURVEYORS <br /> A �_ \ <br /> ��. 1 <br /> 11 __ i <br /> 1 tl. <br /> �\ <br /> 1 \ \\\ <br /> 1 \ o STOCKTON CALIFORNIA MAY 2008 <br /> s <br /> �\M BASIS OF BEARINGS <br /> BEARINGS DISTANCES AND COORDINATES ARE BASED UPON THE <br /> \ O�l 1 <br /> \\�\ ` \ t , CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 3 CCS83, ZONE 3 . A <br /> SAN JOAQUIN COUNTY � \ \ �, -o : ,\ ; ,,\� > , � ( ) <br /> _� . 1 \I\ Z \ E� FAIRGROUNDS \ \\\. \\�i o . \' \��, \' <br /> LINE BETWEEN CITY OF STOCKTON CONTROL POINT 175 AND CITY OF <br /> \ \ , -1 n - \\ IS1rll,--� _ S w`�S \ 1 \ ` \� \i\ 1 \, STOCKTON CONTROL POINT 182, WHICH BEARS S35 20 02 W. SAID LINE <br /> 1 cn Ov \� \ BEING CALCULATED FROM THE CITY OF STOCKTON HORIZONTAL CONTROL <br /> �M PROJECT SITE SURVEY, PHASE 14, FILED FOR RECORD IN BOOK 35 OF SURVEYS, AT <br /> \ O \ <br /> \\ _ i�v_l 1_ 'o �n, G\ _, \ \ ,� \\� >MM <br /> ,� \�\ _ 1 \:, ,; < > PAGE 5 SAN JOAQUIN COUNTY RECORDS. SAID SURVEY IS BASED UPON <br /> _ � \ AIRPORT WAY �\ �� � ; �\\ \\ _ � .�, <br /> .� \\>> BEAUTIFICATION THE 1991.35 EPOCH DATE ADJUSTMENT. <br /> \ s' N : 1 \ \ `\, \\\\ PROJECT ALIGNMENT <br /> 1 \_ _ \ \\ <br /> \ , EES PHASE 1 \r\ \��\ . _ \ \- <br /> 1 Q \� � � SSR � \ - .Y,.i � �.-\ � •\ \ _ � \ \.�.;; � \\> \ \.,\ \, \ <br /> 0 \ \\ Z SURVEYORS STATEMENT: <br /> \ \ \ ` \ \ \ \ \� �\ \ \ .\� \ <br /> \_} \ O \ \ \\ \\ \ <br /> \ \ , � � � �_ � ,\ \ \\� c1� ,,, �\ THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY <br /> \ \�\ <br /> � \ \�\\ , , ,\ � DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE <br /> \\\\ \\ , \�\\\ . <br /> \\�\ \�\ \� PROFESSIONAL LAND SURVEYORS ACT AT THE REQUEST OF THE BRETT A. <br /> \ \ v� \\ \�� \ \\\ \ \ \• \ \ <br /> \ \ SETNESS IN MAY 009. <br /> i \\ _ \ \ \� <br /> \� �\ _ I \� \\\\� �\ \ \ \,\ \ \\ DATED THIS DAY OF _ J� ,._--- 2009. <br /> � � $ \�,\\\ A 5\1`7\ \ � �, \. \ At LAN <br /> \ \ \ \_ \ cn \ \ c N 0 <br /> \1 \ \ _ \ \ <br /> Oel <br /> \ \ Iz \ <br /> \ �w � BRETT A.SETNESS o <br /> No. 8265 <br /> A. SETNES .L.S. 8265 _ <br /> E / P 2 31 20 <br /> \ �� <br /> LICENSE EXPIRATION DATE: 12/31 N� Exp. - os �- <br /> �\ <br /> v \ 0 <br /> COUNTY SURVEYORS STATEMENT. <br /> \,,\ \ \ <br /> E � \\\ \ \ \ ` \ \ THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE E <br /> \� \ \ 1111 1 1 _ \\ \\ \ \: ,\ \\ , ,� PROFESSIONAL LAND SURVEYORS ACT THIS ,l�_ DAY OF ____.Y_---_, <br /> \ \ \ o \�� 1 \\\ \ \ <br /> \ 1 \ 1 \ 4'\. 2009. <br /> \\ <br /> \ \\ \\v\ <br /> 1000' 0 1000' <br /> !%Mimi <br /> A \ y v -- ----W.-44-- <br /> y" , ----�� ------ c� c� <br /> \\ » > W ?� <br /> SCALE. 1 1000 Fog- THOMAS R. FLINN, R.C.E. 23341 oc <br /> 269 <br /> COUNTY SURVEYOR No. 94 <br /> P \ \ REGISTRATION EXPIRATION DATE. 12-31-09 D(P.3-31--jL <br /> ivy <br /> Fvv �� C I V I�. F <br /> iJr <br /> RECORDERS STATEMENT: OF C <br /> VICINITY MAP FILED THIS �'__ DAY OF J-14-11E ____, 2009, AT ___�_ � <br /> -A.M. IN BOOK __... Z____ OF SURVEYS, AT PAGE __�..j------ AT <br /> THE REQUEST OF KJELDSEN, SINNOCK AND NEUDECK, INC. <br /> I 191 <br /> FEE: <br /> GENERAL NOTES: STATEMENT OF PURPOSE: � <br /> Gam' <br /> 1. ALL DISTANCES AND COORDINATES ARE GRID UNLESS OTHERWISE THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE LOCATION OF THE -- ------------ --- BY <br /> G NOTED. THE COMBINED SCALE FACTOR AND MAPPING ANGLE ARE ALIGNMENT FOR THE AIRPORT WAY BEAUTIFICATION PROJECT — PHASE I AND KENNETH W. BLAKEMORE T/DEPUTY RECORDER G <br /> BASED ON COS CONTROL POINT 182 PER RECORD OF SURVEY THE SECOND STREET IMPROVEMENTS AND TO CONFORM TO SECTION 8771(a) ASSESSOR—RECORDER—COUNTY CLERK <br /> 35-05. GRID DISTANCES MUST BE MULTIPLIED BY 1.00006176 TO AND 8771(b) OF THE PROFESSIONAL LAND SURVEYORS ACT. <br /> SAN JOAQUIN COUNTY, CALIFORNIA <br /> OBTAIN GROUND DISTANCES; AND THE MAPPING ANGLE IS —0'28'11". <br /> 2. THIS SURVEY DOES NOT DEFINE BOUNDARY OR RIGHT OF WAY LINES. <br /> PARCEL LINES SHOWN HEREON ARE FOR GENERAL LOCATION AND Doc N: 2009-107024 <br /> Fri Jul INFORMATION PURPOSES ONLY TO LOCATE THE PROJECT SITE. SAID Page: I of 21 Fee42$PDT00009 <br /> LINEWORK IS BASED UPON GIS PARCEL DATA PROVIDED BY THE Kenneth W Blakemore <br /> San Joaquin County Recorders <br /> COUNTY OF SAN JOAQUIN GIS DEPARTMENT. Paid By: SHOWN ON DOCUMENT <br /> H H <br /> D.D. SHEET NOS. 31 D & 35 SHEET 1 OF 2 <br /> 1 2 3 4 5 6 8 9 10 11 12 13 <br />