Laserfiche WebLink
UNITS <br />COORDINATES, BEARINGS, AND DISTANCES ARE BASED ON THE CALIFORNIA <br />COORDINATE SYSTEM OF 1983 (NAD83), ZONE 3, EPOCH 1991.35 ADJUSTMENT. <br />BEARINGS, DISTANCES, AND COORDINATES ARE GRID. DISTANCES ARE IN US SURVEY <br />FEET AND DECIMALS THEREOF. ELEVATION VALUES LISTED ARE IN US SURVEY FEET <br />AND DECIMALS THEREOF. <br />STATEMENT OF PURPOSE <br />THE PURPOSE OF THIS RECORD OF SURVEY IS TO DENSIFY THE 1991.35 EPOCH <br />CONTROL AS SHOWN ON THAT CERTAIN RECORD OF SURVEY RECORDED IN BOOK 35 <br />OF SURVEYS AT PAGE 5, SAN JOAQUIN COUNTY RECORDS, TO BE USED FOR THE <br />DESIGN AND CONSTRUCTION FOR THE 1-5 ANCHOR PROJECT EA 10-1E300 AND <br />PROJECT 1018000273. BETWEEN 1-5 PM 32.2 AND <br />BASIS OF BEARINGS <br />THE PRIMARY SURVEY HORIZONTAL CONTROL IS BASED ON THE RECORD OF <br />SURVEY PREPARED BY MCGEE SURVEYING CONSULTING AND KJELDSEN, <br />SINNOCK, AND NEUDECK, INC. LAND SURVEYORS AS SHOWN ON THAT CERTAIN <br />RECORD OF SURVEY RECORDED DECEMBER 3, 2001 IN BOOK 35 OF SURVEYS <br />AT PAGE 5, SAN JOAQUIN COUNTY RECORDS. CALIFORNIA COORDINATE SYSTEM <br />OF 1983 (NAD 83), ZONE 3, EPOCH 1991.35. <br />BASIS OF ELEVATIONS <br />CLOSED LEVEL LOOPS UTILIZING A TRIMBLE DINI LEVEL AND COMMENCING AT <br />CITY OF STOCKTON POINT COS -277 (ELEV = 6.98') WERE USED AS A BASIS <br />OF THE CONTROL POINTS WITH ELEVATIONS. DATUM IS NAVD 88. REFER TO THE <br />CITY OF STOCKTON NAVD 88 CONVERSION REPORT DATED 2008. THE <br />EXCEPTIONS ARE THE ELEVATIONS FOR POINTS COS -1001 AND COS -1003, SJ 5 <br />PM 32.72 BASE -2, AND SJ 5 PM 34.23 BASE -1. THOSE ELEVATIONS WERE <br />DERIVED FROM THE APPLIED SITE CALIBRATION COMPUTATIONS, HOLDING THE <br />ELEVATIONS FROM SAID CITY OF STOCKTON NAVD 88 CONVERSION REPORT FOR <br />POINTS COS -180, COS -153, COS -277, AND COS -405. <br />LEGEND <br />4040 10(40 <br />RECORD OF SURVEY <br />IN THE CITY OF STOCKTON, COUNTY OF SAN <br />JOAQUIN, A PORTION LYING WITHIN RANCHO CAMPO <br />DE LOS FRANCESES, ALSO LYING WITHIN SECTION <br />36, T3N, R5E, SECTIONS 6, 7, AND 18 OF T2N <br />R6E, AND SECTION 1 OF T2N, R5E, MOUNT DIABLO <br />BASE AND MERIDIAN <br />STATE OF CALIFORNIA <br />CONSISTING OF FOUR SHEETS <br />C HAU D HARY <br />a. ASSQCIATES, INC_ <br />ENGINEERS SURVEYORS INSPECTORS <br />211 GATEWAY ROAD WEST, SUITE 204 <br />NAPA, CALIFORNIA 94558 <br />Tel! (707) 255-2729 FAX. (707) 255-5021 WVVW.CHAUDHARY.COM <br />SURVEYOR'S STATEMENT <br />THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY <br />DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE <br />PROFESSIONAL LAND SURVEYORS' ACT AT THE REQUEST OF THE CALIFORNIA <br />DEPARTMENT OF TRANSPORTATION IN MARCH 2021. <br />.AND <br />Helmut R. Korstick <br />'- No. PLS #7739 <br />OF <br />AC ASPHALTIC CONCRETE <br />cGF COMBINED GRID FACTOR COUNTY SURVEYORS STATEMENT <br />CL CENTERLINE THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE <br />COS CITY OF STOCKTON ND SURVEYORS' ACT THIS Z�DAY OF oCr66E'e-- 2022. <br />DI DRAINAGE INLET <br />EP EDGE OF PAVEMENT <br />;NAMES E. HART, L.S. 8657 <br />FL FLOWLINE COUNTY SURVEYOR <br />GN SS GLOBAL NAVIGATION SATELLITE SYSTEM <br />M METERS <br />NAVD NORTH AMERICAN VERTICAL DATUM <br />PM POSTMILE <br />(R1) BOOK 35 OF SURVEYS AT PAGE 5, SAN JOAQUIN COUNTY RECORDS <br />SC SITE CALIBRATION <br />SDMH STORM DRAIN MANHOLE <br />COUNTY VICINITY MAP <br />NO SCALE <br />COUNTY RECORDER'S STATEMENT <br />FILED THIS 2� DAY OF 2021, <br />AT 1':4 IN BOOK 40 OF SURVEYS <br />AT PAGE AT THE REQUEST OF THE CALIFORNIA <br />DEPARTMENT OF TRANSPORTATION. <br />FEE: $ <br />BY <br />ASSESSOR—RECORDER—COUNTY CLERK AW094�MT/ DEPUTY RECORDER <br />STEVE J. BESTOLARIDES MAO A LASS 1 "r <br />nor a : 2P?2- 2?709 <br />HITIN <br />IT 1 71f <br />40' X010 <br />