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HomeMy WebLinkAbout240CR10CORNER RECORD Agency Index Document Number 11341 City of ORINDA County of CONTRA COSTA California Brief Legal Description MONUMENT LOCATED WITHIN LOMAS CANTADAS REF APN: _.265-100-006 RS 3721 150 LSM 21 CORNER TYPE COORDINATES (Optional ) N. E. ❑ Government Corner Control Elevation ❑ Meander Property units ❑ Metric ❑ U.S. Survey Foot ❑ Rancho El Other Horizontal Datum Zone Epoch Date Date of Survey 07/05/2022 Vertical Datum [:]Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 PLS_Act Ref.: ❑ 8765 (d) Q 8771 ❑ 8773 ❑ Other: Corner/ ❑ Left as found ❑ Established ❑ Rebuilt ❑ Pre -Construction Monument: ❑ Found and tagged ® Reestablished ❑ Referenced ® Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: ❑ See sheet #2 for description (s): SEE 11199 (238 CR 36) SET MAG SPIKE AND WASHER STAMPED PLS 8525 FOUND AND SET POINTS AS SHOWN ON PAGE 2. THIS POINT WAS INSTALLED AFTER A CONSTRUCTION PROJECT IN THE VICINITY. THE TIES SHOWN HEREON ARE FOR THE PURPOSE OF PERPETUATING FOUND MONUMENTATION. NO CLAIM IS MADE AS TO THE RELATIONSHIP OF THE POINTS OR LINES SHOWN HEREON TO TRUE BOUNDARY LOCATION. 210514Lnmas Cantadas-POST-CR-08 SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with the Professional La Surveyors" t on JULY 08 2022 Signed P.L.S. or 8525 CO V.CUNHA COUNTY SURVEYOR'S STATEMENT This Corner Record was received ) V 2• , 2-022. and examined and filed S . ZZ Signed P.L.S. . . No. 7438 Title INTERIM COUNTY SURVEYOR County Surveyor's Comment LAND SCOTT V. CUNHA NO. 8525 BPELSG-2016 Page 1 of 2 3k-\ (D r r) Document Number 11341 Agencyindex L-,%L, L 21051 -Lomas Cantadas-POST-CR-08 @ SET MAG SPIKE AND WASHER STAMPED PLS 8525 )K FOUND MAG NAIL AND TAG "RP LS 8525" (238 CR 36) 0 FOUND REBAR & CAP "RP LS 8525" (238 CR 36) REFERENCE STREET ADDRESS Feet 30 0 30 60 SCALE: 1" = 30' ALL MEASUREMENTS IN U.S. SURVEY FEET AND DECIMAL THEREOF 04 C;4At 265-100-006 150 LSM 21 C�!:D 265-100-007 029 l_Q IQ. cv) c'v 4.38 238 CR 37 16 Page 2 of