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.ER RE�RD s o 74--' <br />City of <br />Brief Legal Description <br />Document Number <br />ANTIOCH County of CONTRA COSTA California <br />MONUMENT iN DEER VALLEY ROAD APPROXIMATELY 150'± SOUTH OF MARITA DRIVE <br />LOCATED IN SECTION 5, T11J, R.2E, M.D.B. &M. <br />CORNER i YPE COORDINATES (Optional) <br />NW NE <br />1/4 1/4 <br />SW SE <br />1/4 I 1/4 <br />SEC, 5 T,1N, R,2E <br />Government <br />Corner ❑ <br />Control <br />❑ <br />Meander <br />❑ <br />Property <br />❑ <br />Rancho <br />❑ <br />Other <br />Date of Survey <br />10 -04 -2013 <br />I <br />E <br />Zone <br />NAD83 Epoc <br />Elev. <br />Vert. Datum <br />Meas. Units: <br />NAD27 ❑ NAD83 ❑ <br />NVGD29 ❑ NVGD88 ❑ <br />Metric ❑ Imperial ❑ <br />Corner- Left as found ® Found and tagged ❑ Established ❑ Reestablished ❑ Rebuilt ❑ <br />Identification and type of corner found: Evidence used to identify or procedure used to establish or reestablish the corner: <br />FOUND BRASS DISK IN MONUMENT WELL, STAMPED L.S. 5701 IN DEER VALLEY ROAD APPROXIMATELY 150'± <br />SOUTH OF MARITA DRIVE. LOCATED IN SECTION 5, TAN, R.2E, M.D.B. &M. FOUND MONUMENT IN LOCATION <br />AS SHOWN ON PARCEL MAP FILED IN VOLUME 171 OF PARCEL MAPS AT PAGES 50 -51, <br />CONTRA COSTA COUNTY RECORDS. <br />A description of the physical condition of the monument as found and as set or reset: <br />MONUMENT IS IN AN AREA OF RECONSTRUCTION, SET TIES AS SHOWN ON PAGE 2. <br />SURVEYOR'S STATEMENT <br />This Corner Record was prepared by me or under my direction in conformance with <br />the Land Surveyors' Act on OCTOBER 14, 2013 <br />Signed ��. P.L.S. or R.e.E. Number <br />6953 <br />COUNTY SURVEYOR'S STATEMENT <br />This Corner Record was received l O yt►•c CJCr- ohs aof3 and examined <br />and filed -7,ea" l-n (O <br />Signed P.L.S. er- R:c.. No: <br />Title C -d'"7& firyGyOY" <br />County Surveyor's Comment <br />�4,A/ 05g- (4o - CO3 / <br />0655' - /-70 - ,o 6c / <br />BORPELS -1297 Page 1 of 2 <br />v`�5�� LAND fU��D <br />KENT A, <br />HYSELL <br />* N�D, 6953 <br />��qlF OF CAS- l���~P <br />' S3 C z c'�>3 PRE -28 <br />