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cr16_0827I Cr, �'. CORNER RECORD Document Number Z 7 - City of County of California Brief Legal Description VA"-" 0 11 COORDINATES CORNER TYPE (Optional) N. E. Government Corner El Control 0 NAD27 El NAD83 0 Meander El Property El Elev. Rancho El Other El Meas. Units Metric 0 Imperial El, Date of Survey xe, 5.4 (Include: Sec., Twp,, Rge. & Meridian or Rancho) F-110 Corner — Left as found 9 Found and tagged El Established El Reestablished E Rebuilt El Identification and type of corner found: Evidence used to identify or procedure used to establish the corner: S'/? 4, x/` Cll-e 41A,1z,,4-3 A description of the physical condition of the monument as found and as set or reset:"/, Y -2 01e, 41-7-C, SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance wit N j �4" vvrt No. 8455 the Land Surveyors' Act on LR-zz-01,� kExp. 12-31-M, Signed L.S. Number C COUNTY SURVEYOR'S STATEMENT 6IX . ' This Corner Record was received and examined and filed 0 Signed Deputy-Gounty Surveyor 0- ;1o. 16 '12-3 12 3 County Surveyor's Comment Claw.T�...`-' Page I of 2 Rev A (2105) COORDINATES (Optional) N. E. Zone NAD27 El NAD83 0 NAD83 EPOCH Elev. Vert. Datum: NGVD 29 El NAVD8a El Meas. Units Metric 0 Imperial El, Corner — Left as found 9 Found and tagged El Established El Reestablished E Rebuilt El Identification and type of corner found: Evidence used to identify or procedure used to establish the corner: S'/? 4, x/` Cll-e 41A,1z,,4-3 A description of the physical condition of the monument as found and as set or reset:"/, Y -2 01e, 41-7-C, SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance wit N j �4" vvrt No. 8455 the Land Surveyors' Act on LR-zz-01,� kExp. 12-31-M, Signed L.S. Number C COUNTY SURVEYOR'S STATEMENT 6IX . ' This Corner Record was received and examined and filed 0 Signed Deputy-Gounty Surveyor 0- ;1o. 16 '12-3 12 3 County Surveyor's Comment Claw.T�...`-' Page I of 2 Rev A (2105) m F1 1 w rd AA) r6'J- V V'r Ap, Mf ,W 0�- ---------- -------- . . . ..... .......... .... . . . . Page 2 of 2