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31wIla <br /> 1 2 3 4 5 <br /> 6 7 8 9 10 <br /> lar1l RECORD OF SURVEY <br /> - D - - - I _ ! - - W� - r BEING A PORTION OF SECTIONS 9 & 1fi OF <br /> a TOWNSHIP 1 NORTH, RANGE 6 EAST, <br /> � I <br /> ^ <br /> MOUNT DINGED BASE AND MERIDIAN AND ALSO <br /> BEING A PORTION SECTION 'B' <br /> GR <br /> _i <br /> _ _- - -L-----� ` OF THE C.M. WEBER GRANT, <br /> SAN JOAOUIN q <br /> A _ 99 . COUNTY EL RANCHO DEL , COU DE LOS FRANCESES QUI <br /> ,. / CITY OF STOSTATE COUNTY OF SAN JOAQUIN, <br /> 1Y � STATE OF CALIFORNIA <br /> n� <br /> -. PROJECT �f PREPARED BY: <br /> �� 5 �� LOCATION KJELDSEN , SINNOCK & NEUDECK, INC. <br /> /4A, r /` CIVIL ENGINEERS & LAND SURVEYORS <br /> •q10 �h I/ \ _ STOCKTON, CALIFORNIA FEBRUARY, 2012 <br /> ,y. -° B <br /> B �N n0 11 '' �_ BASIS OF BEARINGS <br /> vrT m. 2 BEARINGS. DISTANCES AND COORDINATES FOR THIS PROJECT ARE BASED <br /> ( ti IR - /J \', A'. \ UPON THE CALIFORNIA COORDINATE SYSTEM OF 1983 (NAD83), ZONE 3 <br /> (CCS83, ZONE 3), SURVEY FEET UNITS, 2007.00 EPOCH DATE <br /> ADJUSTMENT. A LINE BETWEEN CONTROL POINT 4, BEING AN ALUMINUM <br /> N <br /> £ ' p 1 \ 1 \ \'.i" 9 DISK, WITH THE NATIONAL GEODETIC SURVEY DESIGNATION "CORP' , AND <br /> IIIgJyf THE NATIONAL GEODETIC SURVEY PID "DH6911 ', WHICH BEARS SOUTH <br /> O O� 83'56'39" EAST 33943.55 FEET FROM SURVEY CONTROL POINT 1 , BEING <br /> DISK, <br /> 1OJF', ANDTH THET EE NATIONAL <br /> GEOD91C SURVEY NATIONAL GEODETIC SURVEY BIDMlON <br /> HPGN DCA <br /> 5T'. <br /> IY �' <br /> C I 'j -A1-�. N.a_ C <br /> VICINITY MAP SURVEYORS STATEMENT: <br /> _ THIS MAP CORRECTLY REPRESENTS A SURVEY MAGE BY F E UNDER Mr <br /> DIRECTION IN CONFORMANCE WITH THE T THE REQUIREMENTS OF THE <br /> \ 1 S8J53.651 1 - PROFESSIONAL LAND SURVEYORS' ACT AT THE REQUEST OF BRER A. <br /> J3943.85' DATED T IN FEBRUARY 2012. PQ1 _ 2012 <br /> / � MONUMENTS: DATED THIS �' 3v DAV OF -P_ <br /> _ N914732'W NB9'55'53 4 • FOUND MONUMENTS AS NOTED. LTx °rypf�gA <br /> 25008.78' S •y) `T <br /> 4 9D02.21 J ® PRIMARY NETWORK CONTROL POINT ? 4 %� 8H aFgrl6[x_6 o D <br /> _ . N -11 , 1 Z , . ^ _ LEGEND: ___1_"==-LL _l ___ xw lx.xi�6y^( 9 <br /> M MEASURED BRETT'A SETNESS, PLS. ES N <br /> D tq) Olg. l � ,p TS i �YUIN LICENSE EXPIRATION DATE: 12/31/13 <br /> / _ - IlJCR MO JOA IABL COUNTY RECORDS f o <br /> '2 � � S 1 <br /> 1V J. \ 1 M.D.B.&M. MOUNT DIABLO &15E AND MERIDIAN OF CgUF <br /> I 6 O <br /> N�'. N NORTHING <br /> �_I 1. - -� - $, F\ TA• — E TCOUNTY SURVEYOR'S STATEMENT: <br /> NO <br /> NAVDBB NORTH <br /> AMERICAN VERTICAL THIS MAP HAS BEEN EXAMINED IN CT THIS <br /> WITH SECTION 8766 OF THE <br /> DATUM OF 1988 p <br /> PROFESSIONAL lANO SURVEYORS' ACT THIS %�'H DAY OF 1xP1M___ <br /> ` Doe p. 2012-04611317272012. <br /> \ — — AM <br /> QpOES610,y4 <br /> L T Pas.All sanma e`'� MASM e <br /> 2--,¢ r.P„ nirv`T" O GqG E <br /> / aa;a My SHOWN ON Ul <br /> E _ . . 5 V GENERAL NOTES: ���� RI WR ��YIY�I LIT�iIIR�N����� ` H f�J-�t� <br /> -�— T - !L- THOMAS M. GNU, R.C.E. 2fi994 <br /> 1. ALL DISTANCES AND COORDINATES ARE GRID, UNLESS E, 2fi994 <br /> OTHERWISE NOTED. THE COMBINED SCALE FACTOR AND COUNTY SURVEYOR * DE, mi La- <br /> OTHERWISE EXPIRATION DATE: 3-31 -13 <br /> MAPPING OF ARE AVD3 ON CONTROL POINT 4 WITH AN 01V1T- F <br /> POINT NORTHING EAST NO DESCRIPTION ELEVATION OF 9140, NAVO68. GRID DISTANCES MUST BE <br /> MULTIPLIED BY NG ANGLE I TO OBTAIN GROUND DISTANCES: RECORDERS STATEMENT: W LAT <br /> BRASS DISK STAMPED "CA-HERB DENSIFICATION AND THE MAPPING ANGLE S -0'29'14•. � �y 2012, AT <br /> 1 2167471 08 6298381 33 STA. 10-JF 1993" LOCATED ON THE TOP OF THE EBAV FfLED THIS _ J;1.aa.... DAV OF L _ _ <br /> MUD MANHOLE 75' NORTH OF JACOBS ROME. 2. THIS SURVEY DOES NOT DEFINE BOUNDARY OR RIGHT OF THE IN BOOK _,y_x_____ OF AND NE AT PAGE — AT <br /> STEEL ROD STAMPED -P14131987'528' NORTH OF WAV LINES. PARCEL LINES SHOWN HEREON ARE FOR THE REDDEST OF KJELDSEN, SINNOCK AND NEUDECK. INC. F <br /> F 2 2145935% 5338119.67 THE CENTER LINE OF FRENCH CAMP ROAD AND 577GENERAL LOCATION AND INFORMATION PURPOSES ONLY TO <br /> wESTOFTHEurvlOrvvgclFlCRABROAD. LOCATE THE PROJECT SE. SAID UNEWORK IS BASED UPON FEE: <br /> BRASS DI BK STAMPED "TABLE 1%91974 SET ON GIS PARCEL DATA PROVIDED BY THE COUNTY OF SAN 1 <br /> II,, .` <br /> THE NORTH SIDE OF EIGHT MILE ROAD, 0.15 MILE JOAQUIN GIS DEPARTMENT. _ xy BY <br /> 3 220877201 631548729 WEST OF THE INTERSECTION OF EIGHT MILE ROAD �` 14 <br /> AND THORNTON ROADASSESSOR-RECORDER-COUNTY <br /> . NN <br /> No <br /> . 3. PRIMARY SURVEY CONTROL NETWORK AND PROJECT AERIAL KENNETH W. BLIKEMORE ASfiSiMIT/DEPUtt RECORDER <br /> BASE MAPPING WERE PREPARED BY ENGINEERING ASSESSOR-RECORDERCOUNTY CLERK <br /> A2.5 INCH DIAMETER ALUMINUM CAP STAMPED PRO <br /> ^CORPLs. 4E4" LOCATEDINTHECITYOF DURING THE PA/ED PHASE OF THE PROJECT. CALTRANS 54N JOAOUIN COUNtt. CALIFORNIA <br /> REVIEWED AND APPROVED THE PROJECT BASE MAPPING AND <br /> 4 216399006 6332135.55 THE POINT <br /> NSCORP <br /> LOCATED <br /> 14656. IMATLINCOLN STREET. SURVEY CONTROL OJ PART OF THE CONTROL <br /> AND <br /> (EA STATEMENT OF PURPOSE: <br /> THE POINT IS LOCATED APPROXIMATELY 30 FEET 0$1100). THE PROJECT SURVEY COMROL AD BASE <br /> SOUTH OF THE TRUCK WASH STRUCTURE. MAPPING WERE PROVIDED TO THE RAJAPPAN & MEYER THE PURPOSE OF THIS SURVEY IS TO IDENTIFY AND RECORD THE G <br /> G 5IB" REBAR WITH YELLOW CAP STAMPED -KSry ENGINEERING TEAM FOR USE IN PREPARATION OF THE PS&E LOCATION OF EXISTING MONUMENTATION PRIOR TO THE CONSTRUCTION <br /> CONTROL" SET 800' SOUTH OF THE MAIN ENTRANCE PIANS. THE PRIMARY SURVEY CONTROL WAS USED TO OF THE STATE ROUTE 4 CROSSTOWN FREEWAY IMPROVEMENTS, AND TO <br /> 5 2163NO52 632313335 GATE 1'O THE WATER TREATMENT PLANT, AT THE SUPPLEMENT THE BASE MAPPING IN SUPPORT OF THE THE CONFORM WITH SECTION B771(8) OF THE PROFESSIONAL LAND <br /> END OF A CONCRETE CURB AND 2502 EAST OF THE PROJECT DESIGN. A COMPLETE SURVEY CONTROL REPORT IS SURVEYORS' ACT, THIS RECORD OF SURVEY IS BEING FLED IN LIEU OF <br /> DRYING BEDS. ON FILE WITH CALTRANS DISTRICT 10, PLEASE REFER TO THE MULTIPLE PRE-CONSTRUCTION CORNER RECORDS. NO MONUMENTS SET. <br /> REPORT FOR ADDITIONAL SURVEY CONTROL INFORMATION. <br /> D.D. SHEET NO. 30 9$T 10F5 <br /> 1 2 J 4 5 6 7 8 9 10 11 <br />