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i <br />,0>4 2 2 <br />tGRANT <br />L NE RD WRECORD OF SURVEY <br />Ip of � p p 4 1 <br />GPS STATIC CONTR <br />VON SOS TEN RD OL SURVEY <br />`Z \ HIGHWAY 205, SJ PM 0.31 - SJ PM 2.38 <br />\ \'y p Y 4 <br />\ BETWEEN HIGHWAY 580 AND HANSEN ROAD <br />COUNTY of SAN JOAQUIN , STATE of CALIFORNIA— <br />�-� W \\ JULY, 2024 <br />PROJECT LOCATION = 0 / <br />VICINITY MAP <br />NOT TO SCALE / <br />CONTROL POINT TABLE\ <br />/ 10001, 1 <br />POINT # NORTHING FASTING ELEVATION DESCRIPTION <br />1 2106473.60 (R1) 6363833.96 (R1) MTWK10000, <br />2 2123217.77 (R1) 6190105.53 (R1) 2232.39 (R1) P230 \ \� / f ' <br />\\ \ /' fj <br />3 2035392.70 6322654.01 348.23 P255 \ \� I <br />4 2163691.36 6243030.73 7.07 P256 \ ��� / ' jj <br />\/ <br />5 2066883.32 (R1) 6255368.46 (R1) 1732.42 (R1) S300 f <br />I <br />500 2120057.82 (R1) 6250014.43 (R1) DE8500 CP46 500 \ \ \\\ 1-1, NOTES <br />907 2086944.30 (R1) 6262637.53 (R1) AA3811—HPGN 10 13 , i �� I <br />//� 1.) THE PURPOSE OF THIS SURVEY IS TO EXTEND THE CONTROL ' <br />4 / SHOWN ON RECORD OF SURVEY FILED IN BOOK 49 AT PAGES 73-78, <br />/ /� ALAMEDA COUNTY RECORDS, TO ESTABLISH PROJECT SURVEY ' <br />/� CONTROL FOR THE VALLEY LINK RAIL SYSTEM. THE INTENT OF THIS <br />i \ \ o / �/ CONTROL AND SET LOCATION IS TO PROVIDE LONG TERM CONTROL <br />SH \\ �` / ' FOR THE DESIGN AND CONSTRUCTION OF THE VALLEY LINK RAIL <br />SEE <br />2 i SHEET 2 \ \� SYSTEM. ALL VECTORS SHOWN WERE VECTORS AND TIES USED TO <br />\ \ j ESTABLISH THE CONTROL. ' <br />2.) SEE SHEET 2 FOR LEGEND AND ABBREVIATIONS. ' <br />\\ \ 907 \\\ \\ <br />BASIS OF COORDINATES <br />\ \\ <br />THE COORDINATES SHOWN HEREON ARE BASED UPON NAD83 CALIFORNIA <br />COORDINATE ZONE 3 EPOCH 2010.00 AS DETERMINED FROM THE SCRIPPS ORBIT \ \ \ \ \\ \\ <br />AND PERMANENT ARRAY CENTER (SOPAC). THE CORS STATIONS SHOWN AS <br />POINT NUMBERS 1-5, 500, AND 907 WERE HELD AS THE MAXIMUM <br />0 4000 tt000 1e000 ' <br />CONSTRAINTS OF THE SURVEY. THE NORTHING, FASTING AND ELEVATION VALUES \ \ \ \\ <br />FOR THE 2010.00 EPOCH OF THE SOPAC CORS STATIONS WERE DERIVED USING \ \ \ \\�\ Feet SCALE 1" = 8000' <br />THE SCRIPPS EPOCH COORDINATE TOOL. DIFFERENTIAL LEVELS WERE RUN FROM \ ' <br />POINT 1044 (R1) THROUGH POINTS 1097-1104 AND LOOPED BACK TO 1044. \ \ \ \ \\ <br />THE NGS VALUES SHOWN ON THIS SURVEY ARE MEASURED VALUES THAT WERE \ \ \\ <br />USED AS CHECKS AND NOT RECORD NGS VALUES. ALL COORDINATES SHOWN <br />ARE GRID. DIVIDE DISTANCES SHOWN HEREON BY 0.99992236 AT POINT 907 <br />AA3811—HPGN 10 13 TO OBTAIN GROUND DISTANCES. THE CONVERGENCE <br />FACTOR AT POINT 907 IS 00'37'59". <br />5 <br />SURVEYOR'S STATEMENT COUNTY SURVEYOR'S STATEMENT RECORDER'S CORDER S STATEMENT <br />THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF FILED THISLA DAY OF 2024, AT "� A.m. <br />DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL <br />LAND SURVEYORS ACT AT THE REQUEST OF WSP-PGH WONG, IN MAY, 2024. THE PROFESSIONAL LAND SURVEYORS' ACT THIS �L� DAY OF jIll Lj 2024. IN BOOK Z OF SURVEYS, AT PAGE 33 AT THE REQUEST OF WSP-PGH WONG. <br />MARK MAS <br />Doc 0: 2024-067645 <br />_ <br />701 UNIVERSITY AVE, SUITE 200 FEE: $ 08/13/2024 09:58:26 AM <br />LAND Rage: 1 of 2 Fee: $98.00 <br />s` SACRAMENTO, CA 95825 / �pj `\ Steve J. Bestolarides <br />San Joaquin County Recorders <br />MATTHEW J. �A 9 '�G'1 (/��/ •�c%��•4��n� Paid By: S�*Hlow; ON DOCUMENT <br />STRINGER DATED THIS 10TH DAY OF JULY 2024. % a �� S �/�`�/ 11 7� �IFM ll/�xi� BY: <br />JAMES E. HART, L.S. 8657 STEVE J. BESTOLARIDES ■II"''�'"'��'�4"'y�' ��'I III <br />° LICENSE ;,`s"SAN; PUTY RECO <br />* No. 8657 � COUNTY SURVEYOR ASSESSOR—RECORDER—COUNTY CLERK 'R�u VAr,'�OZ-- <br />J'j. N o. 8151 �� <br />MATTHEW J. S INGE LS 8151 <br />CA <br />CALF ►/ MARK <br />■ ■ THOMAS <br />SHEET 1 OF 2 <br />41- 33 <br />