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<br />40- III
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<br />PRIMARY SURVEY CONTROL
<br />POINT
<br />NORTHING
<br />EASTING
<br />ELEVATION
<br />DESCRIPTION
<br />COS 20 - A BRASS DISK MARKING COS MONUMENT STAMPED "1S-5" IN A MONUMENT
<br />BOX ON THE EAST SIDE OF SUTTER STREET AND THE NORTH SIDE OF WYANDOTTE
<br />20
<br />2177518.39
<br />6333381.43
<br />15.32
<br />STREET.
<br />COS 175 - A BRASS DISK MARKING COS MONUMENT STAMPED "5S-12" IN A
<br />MONUMENT BOX IN A TRAFFIC CONTROL ISLAND AT THE SOUTH SIDE OF CHARTER
<br />175
<br />2167317.50
<br />6343741.87
<br />24.97
<br />WAY AT MARIPOSA ROAD.
<br />COS 270 - A BRASS DISK MARKING COS MONUMENT STAMPED "8S-25" IN A
<br />MONUMENT BOX 15 FEET WEST OF THE APPROXIMATE CENTERLINE OF MANTHEY
<br />270
<br />2152584.39
<br />6334318.41
<br />19.98
<br />ROAD AND 75 FEET NORTH OF A DRIVEWAY ON THE EAST SIDE OF MANTHEY ROAD.
<br />COS 340 - A 5/8" ALUMINUM ROD DRIVEN TO REFUSAL WITH A 2-1/2" DIAMETER
<br />ALUMINUM CAP STAMPED "CORP"; "L.S. 4334," IN AN ALUMINUM MONUMENT BOX
<br />WITH A SCREW LOCKING COVER IN THE COS CORPORATION YARD LOCATED AT 1465 S.
<br />LINCOLN STREET. THE POINT IS LOCATED 30 FEET SOUTH OF THE APPROXIMATE
<br />340
<br />2163889.61
<br />6332136.19
<br />9.40
<br />CENTER OF A TRUCK WASH STRUCTURE.
<br />KSN 520 - SET A DURA NAIL & WASHER STAMPED KSN INC SURVEY CONTROL. THE
<br />POINT IS SET FLUSH IN A CONCRETE MOW STRIP, APPROXIMATELY 11 FEET EASTERLY
<br />OF AN ATHLETIC FIELD RUNNING TRACK, APPROXIMATELY 30 FT WESTERLY OF THE
<br />CENTERLINE OF AURORA STREET, AND OPPOSITE A CATCH BASIN LOCATED IN THE
<br />520
<br />2174088.56
<br />6336182.97
<br />17.05
<br />LAWN.
<br />KSN 521- SET A REBAR WITH STANDARD ALUMINUM CAP STAMPED KSN INC SURVEY
<br />CONTROL, SET APPROXIMATELY 16 FEET NORTHWEST OF THE NORTH EDGE OF
<br />PAVEMENT, APPROXIMATELY 14.5 FEET WEST OF A RAILROAD FENCE, AND
<br />521
<br />2165660.66
<br />6338835.96
<br />19.77
<br />APPROXIMATELY 40 FEET EAST OF THE RAILROAD TRACKS.
<br />KSN - 522 SET 1 INCH BRASS DISK WITH A PUNCH, STAMPED KSN CONTROL, FLUSH IN A
<br />CONCRETE PAD WITH ELECTRICAL CABINETS, 2 FEET EAST OF THE WEST EDGE OF THE
<br />PAD. THE PONT IS LOCATED SOUTHERLY OF INDUSTRIAL DRIVE, EASTERLY OF McKINLEY
<br />522
<br />2153422.40
<br />6338499.07
<br />20.00
<br />AVE, AND WESTERLY OF THE RAILROAD TRACKS.
<br />COS 1006 - A CITY OF STOCKTON BRASS DISK STAMPED PDX RESET 1993, SET ON A
<br />CONCRETE PILLAR IN A CAST METAL BOX LOCATED 6.9 FEET WEST OF THE EAST FACE
<br />OF CURB FOR POCK LANE. THE CASE METAL BOX IS SET AT THE SURFACE OF THE
<br />ASPHALT PAVEMENT WITH A LID STAMPED MONUMENT. THE STATION IS LOCATED
<br />APPROXIMATELY 1.1 MILES NORTHWEST OF THE INTERSECTION OF HIGHWAY 99 AND
<br />1006
<br />2156434.15
<br />6348474.29
<br />27.51
<br />ARCH -AIRPORT ROAD, AND +/- 200 FEET NORTH OF A BRIDGE.
<br />1
<br />2
<br />3
<br />i>I
<br />RECORD OF SURVEY
<br />BEING A PORTION OF SECTIONS 20, 21, 22, 32, & 33,
<br />C.M WEBER GRANT
<br />CITY OF STOCKTON, SAN JOAQUIN COUNTY
<br />STATE OF CALIFORNIA
<br />PREPARED BY:
<br />KJELDSEN, SINNOCK & NEUDECK, INC.
<br />CIVIL ENGINEERS & LAND SURVEYORS
<br />`STOCKTON, CALIFORNIA MAY, 2023
<br />BASIS OF COORDINATES
<br />SURVEY CONTROL STATEMENT
<br />ALL COORDINATES, BEARINGS, AND DISTANCES ARE GRID AND BASED ON THE
<br />NORTH AMERICAN DATUM OF 1983 (NAD83) CONVERTED TO THE CALIFORNIA
<br />COORDINATE SYSTEM OF 1983, ZONE 3 (CCS83, ZONE 3) 1991.35 EPOCH
<br />ADJUSTMENT, AS REFERENCED BY AVAILABLE CITY OF STOCKTON PUBLISHED
<br />CONTROL MONUMENTS (RECORDED IN BOOK 35 OF SURVEYS AT PAGE 05,
<br />SAN JOAQUIN COUNTY RECORDS). GROUND DISTANCES MUST BE MULTIPLIED
<br />BY A COMBINED SCALE FACTOR (CSF) OF 0.99993885 TO OBTAIN GRID
<br />DISTANCES.' ELEVATIONS SHOWN ARE BASED ON THE NORTH AMERICAN
<br />VERTICAL DATUM OF 1988 (NAVD88), ACCORDING TO THE CITY OF
<br />STOCKTON'S BENCHMARK BOOK. UNITS SHOWN ARE BASED ON THE U.S.
<br />SURVEY FOOT. A CONVERGENCE ANGLE OF -0'29'14:2" AND THE CSF WERE
<br />DETERMINED AT CONTROL POINT 340.
<br />SURVEYOR'S STATEMENT:
<br />LEGEND: THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY
<br />® CONTROL MONUMENTS DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE
<br />• FOUND MONUMENTS AS NOTED. PROFESSIONAL LAND SURVEYORS' ACT AT THE REQUEST OF THE SAN
<br />REF REFERENCE JOAQUIN REGIONAL RAIL COMMISSION IN MAY, 2020
<br />SJ SAN JOAQUIN I1'�
<br />RS RECORD OF SURVEY, SAN JOAQUIN COUNTY RECORDS DATED THIS i _ DAY OF ___Jv!m_j -------- 2023. �\ � LANpSG
<br />PM PARCEL MAP, SAN JOAQUIN COUNTY RECORDS
<br />STATEMENT OF PURPOSE:
<br />4 BRETT A. SETNESS �
<br />THE PURPOSE OF THIS SURVEY 1S TO IDENTIFY AND RECORD THE LOCATION N0. 8265 • _
<br />OF EXISTING MONUMENTATION PRIOR TO THE CONSTRUCTION OF THE SAN BR A. SETNESS , P.L.S. 8265 N s
<br />JOAQUIN REGIONAL RAIL COMMISSION STOCKTON DIAMOND PROJECT, AND TO LICENSE EXPIRATION DATE: 12/31/2023
<br />CONFORM WITH ' SECTION 8771(b) OF THE PROFESSIONAL LAND SURVEYORS' of CA��F
<br />ACT. THIS RECORD OF SURVEY IS BEING FILED IN LIEU OF MULTIPLE
<br />PRE -CONSTRUCTION CORNER RECORDS. COUNTY SURVEYOR'S STATEMENT:
<br />GENERAL NOTES: THIS MAP HAS BEEN EXAMINED IN ACCORDANCE
<br />.,,WITH SECTION 8766 OF THE
<br />PROFESSIONAL LAND SURVEYORS' ACT THIS I_ DAY OF _,LUL L__,
<br />1. THIS MAP SATISFIES THE PRE -CONSTRUCTION FINDINGS PER 8771(b) OF THE 2023.
<br />CALIFORNIA PROFESSIONAL LAND SURVEYORS' ACT. IT SHALL BE THE
<br />RESPONSIBILITY OF THE GOVERNMENT AGENCY AND OTHERS PERFORMING
<br />CONSTRUCTION WORK TO PROVIDE FOR RESETTING DISTURBED OR DESTROYED E.
<br />S
<br />MONUMENTS WHICH RESULT FROM THE CONSTRUCTION OF THE PROJECT. hq�G�F`
<br />DISTURBED OR DESTROYED MONUMENTS SHALL BE RESET PER 8771(C) OF THE _�__N_
<br />CALIFORNIA PROFESSIONAL LAND SURVEYORS' ACT. JAMES HART P.L.S. 8657 ° LICENSE
<br />*
<br />2. THE GOVERNMENTAL AGENCY PERFORMING OR PERMITTING CONSTRUCTION OR COUNTY SURVEYOR No, 8657 s� �Q
<br />MAINTENANCE WORK IS RESPONSIBLE FOR ENSURING THAT EITHER THE
<br />GOVERNMENTAL AGENCY OR LANDOWNER PERFORMING THE CONSTRUCTION OR FOF CAi.�FO
<br />MAINTENANCE WORK PROVIDES FOR MONUMENT PERPETUATION REQUIRED PER
<br />SECTION 8771 (d) OF THE PROFESSIONAL LAND SURVEYORS' ACT. RECORDER'S STATEMENT: n '^ i
<br />3. THIS SURVEY DOES NOT DEFINE BOUNDARY OR RIGHT OF WAY LINES. PARCEL FILED THIS 1M DAY OF u 2023, AT lI�•1LL_A-M.
<br />ARE FOR GENERAL LOCATION AND INFORMATION PURPOSES
<br />LINES SHOWN HEREON IN BOOK _ 1Q____ OF SURVEYS, prT PAGE__,�f1 L__, AT THE ONLY TO LOCATE THE PROJECT SITE. SAID LINEWORK IS BASED UPON GIS REQUEST OF KJELDSEN, SINNOCK & NEUDECK, INC.
<br />PARCEL DATA.
<br />FEE: S-LIU-------------
<br />4. MONUMENT SURVEYS WERE PERFORMED BETWEEN MAY OF 2020 AND JUNE OF
<br />2022.
<br />5. THE PURPOSE OF THIS RECORD OF SURVEY IS TO DOCUMENT FOUND t,!_ %4"
<br />BY
<br />MONUMENTATION PRIOR TO CONSTRUCTION, AS STATED ABOVE. DURING THE REVIEW STEVE J. BESTOLARIDES DEPUTYC4PEC9RDER
<br />PROCESS, SAN JOAQUIN COUNTY REQUESTED SUPPLEMENTING THE "FOUND ASSESSOR -RECORDER -COUNTY CLERK Z..
<br />MONUMENTATION" TABLE WITH REFERENCES TO RECORD MAPS IN SOME CASES.
<br />THE INTENT OF THE REFERENCES TO RECORD MAPS IS TO ASSIST THE MAP Doc #. 2023-060181
<br />USERS. THIS RECORD OF SURVEY IS NOT INTENDED TO BE A COMPREHENSIVE 0810.11I of202 s 10:10:16 �
<br />AM
<br />LISTING OF ALL THE POSSIBLE REFERENCES RECORDED WITH SAN JOAQUIN Steve J. Bestoiarides
<br />San Joaquin County Recorders
<br />COUNTY, Paid By: SHOWN ON DOCUMENT
<br />D.D. SHEET NO 31 D1 '�,�II"tilr�;t�l) I�I SHEET 1 OF 8
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