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CORNER RECORD Document Number 5 8 9 <br />City of Orinda (APN 260- 141 -001) County of Contra Costa California <br />Found county monument near intersection of East Altarinda Drive and Ellen Court, <br />Brief Legal Description Near 22 East Altarinda Drive. <br />CORNER TYPE <br />Government Corner ❑ Control <br />Meander ❑ Property ❑ <br />Rancho ❑ Other ❑ <br />Date of Survey February 8, 2007 <br />Pre - Construction (waterline) Corner Record <br />7 <br />E. <br />Zone <br />NAD83 Epoch <br />Elev. <br />Vert. Datum: <br />Meas. Units: <br />COORDINATES (Optional) <br />NAD27 ❑ NAD83 <br />NGVD29 ❑ NAVD88 ❑ <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 street monument that could be damaged or destroyed by planned water line construction project. <br />Monument was referenced as shown on page 2. The purpose of this Corner Record is to preserve possible <br />evidence only; no attempt was made to determine the relationship to property, centerline, or right of way lines. <br />This Corner Record is to document the work by previous EBMUD surveyors. <br />A description of the physical condition of the monument as found and as set or reset: <br />Monument was found and was referenced with four set reference points representing two intersecting lines as <br />shown on Page 2. <br />Reference EBMUD Field Book 4353, Page 04 (Tom /Chou). <br />A0I.1I t6I:&-1A f lr1111 WA l_=1 LN III <br />1 <br />This Corner Record was prepared by me or under my direction in conformance with <br />the Professional Land Surveyor's Act on <br />Signed ` .. �� � / P.L.S or R. e. No. <br />COUNTY SURVEYOR'S STATEMENT <br />This Corner Record was received -J -1�11 moo! 3 <br />and examined and filed ogo" 3 <br />Signed � ��. P.L.S orf�-GE. No. <br />Title �o �� Ty svrY -c�✓O r <br />County Surveyor's Comment: <br />Page 1 of 2 1 31 L2 H& Rev. 7/03 <br />