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HomeMy WebLinkAbout239CR50CORNER RECORD Agencylndex '-J-S(q cQ, 5 Document Number City of ORINDA County of CONTRA COSTA , California Brief Legal Description MONUMENT LOCATED WITHIN LOMAS CANTADAS REF APN: _265-100-005 137 LSM 12 CORNER TYPE COORDINATES (Optional ) ❑ Government Corner ® Control ❑ Meander ® Property ❑ Rancho ❑ Other Date of Survey 06/22/2022 N. E. Elevation Units ❑ Metric ❑ U.S. Survey Foot Horizontal Datum Zone Epoch Date Vertical Datum ❑ Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref-: ❑ 8765 (d Q s��1 ❑ s��sEl Other. Corner/ ❑ Left as found ❑ Established ❑, Rebuilt Pre -Construction Monument: ❑ Found and tagged X❑ Reestablished ❑ Referenced IR Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: ❑ See sheet #2 for description (s): 21051-Lomas Cantadas-POST-CR-03 / SEE CR 11203 (238 CR 40) SET 2.5" BRASS DISK WITH PUNCH STAMPED "CUNHA PLS 8525 RESET 2022" IN STANDARD CONTRA COSTA COUNTY WELL MONUMENT. FOUND AND SET POINTS AS SHOWN ON PAGE 2. THIS POINT WAS RESET 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. SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with the Professional Land Surveyors'Act on JUNE 30 2022 Signed h� P.L.S. or ;; 8525 SCOTT V. CUNHA COUNTY SURVEYOR'S STATEMENT This Corner Record was received +, 2 G, and examined and filed CA.ilA 22- 2-0 Signed ZP.L.S. . `. , No. 7438 Title INTERIM COUNTY SURVEYOR County Surveyor's Comment SCOTT V. CUNHA NO. 8525 BPELSG-2016 Page 1 of 2 Document Number 11331 Aganf-v Index LEGEND 21051-Lomas Cantadas-POST-CR-03 Qo SET 2.5" BRASS DISK WITH PUNCH STAMPED "CUNHA PLS 8525 RESET 2022" IN STANDARD MONUMENT WELL. FOUND CUT CROSS IN VALLEY GUTTER (238 CR 40) X FOUND CUT CROSS (238 CR 40) FOUND REBAR & CAP "RP LS 8525" (238 CR 40) REFERENCE STREET ADDRESS Feet 30 0 30 60 " = ALL MEASUREMENTS IN U.S. SURVEY FEET AND DECIMAL THEREOF SCALE: 130' l9 265-151-001 to �l 0 6 ^ 265-140-006 132 LSM 1 o� 68°5'8„ 265-100-005 PELSG-2016 Page 2 of 2