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i \ <br />CORNER <br />RE-rnR�, <br />i �`�.��a :., <br />Document <br />S <br />Number <br />0 3 g,/ <br />City of ANTIOCH <br />County of <br />CONTRA <br />COSTA , California <br />SW <br />Brief Legal Description <br />MONUMENTS AT THE INTERSECTION <br />OF DEER <br />VALLEY ROAD <br />AND MARITA DRIVE. <br />SEC, 5 <br />LOCATED IN SECTION 5, TAN, R.2E, <br />M.D.B. &M. <br />CORNER TYPE <br />COORDiN <; ES (Optional) <br />Government <br />Corner ❑ <br />Control <br />NW <br />NE <br />❑ <br />1/4 <br />1/4 <br />Rancho <br />SW <br />SE <br />N <br />1/4 <br />1/4 <br />SEC, 5 <br />T,1N, <br />R,2E <br />Government <br />Corner ❑ <br />Control <br />❑ <br />Meander <br />❑ <br />Property <br />❑ <br />Rancho <br />❑ <br />Other <br />N <br />Date of Survey <br />10 -04 -2013 <br />N <br />E <br />Zone NAD27 ❑ NAD83 ❑ <br />NAD83 Epoch <br />Elev. <br />Vert. Datum: NVGD29 ❑ NVGD88 ❑ <br />Meas. Units: Metric ❑ Imperial ❑ <br />Corner— Left as found N <br />Found and <br />tagged ❑ Established ❑ <br />Reestablished ❑ Rebuilt ❑ <br />Identification and type of corner found: <br />MONUMENTS AS SHOWN ON PAGE <br />Evidence <br />2. <br />used to identify or procedure <br />used to establish or reestablish the corner: <br />A description of the physical condition of the monument as found and as set or reset: <br />MONUMENTS ARE IN AN AREA OF RECONSTRUCTION, SET TIES AS SHOWN ON PAGE 2. <br />SURVEYOR'S STATEMENT <br />LAND se <br />This Corner Record was prepared by me or under my direction in conformance with <br />the Land ors <br />Surve ' Act on OCTOBER 14, 2013 KENT A, <br />Y HYSELL <br />NO, 6953 <br />s <br />Signed P.L.S. or R-Cf Number 6953 l9lF OF CALF <br />COUNTY SURVEYOR'S STATEMENT <br />This Corner Record was received and examined �O1.ND <br />and filed <br />Signed ++- ..���`!Y�w+- P.L.S. or -R-G -Ir- No: 1C-?� <br />C * L.S. P-571 <br />Title �l� C��y SC/Y'✓eYQY (j)� <br />County Surveyor's Comment <br />�'Pn/ OS-5- (80 - 05? <br />e5 5 S — t70 — 5sO� <br />BORPELS —1297 Page 1 of 2 <br />1 3 3 C ^ 11 RE-29&30 <br />