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HomeMy WebLinkAbout248CR8CORNER RECORD Agency Index Document Number 11715 City of ORINDA County of CONTRA COSTA , California Brief Legal Description MONUMENT LOCATED WITHIN MINER RD 122 LSM 3 REFERENCE APN 261-212-001 CORNER TYPE COORDINATES (Optional) Government Corner ❑ Meander ❑ Rancho N. , E. ® Control Elevation ❑ Property Units ❑ Metric ❑ U.S. Survey Foot ❑ Other Horizontal Datum Zone Epoch Date Date of Survey 9/211202 Vertical Datum ❑ Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref«« ❑ - 8765 (d)❑X 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): FOUND RAILROAD SPIKE 0.2' BELOW GRADE. EXCAVATED PRIOR TO REFERENCING. REFERENCED CENTER OF SPIKE. FOUND AND SET POINTS AS SHOWN ON PAGE 2. THIS POINT WAS REFERENCED PRIOR TO 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. 23152-Miner-MF-17A SAND SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with SCOTT V. CUNHA the Professional Land Surveyors' Act on SEPTEMBER 29 2023 NO. 8525 Signed `. P.L.S. orb:' 4. 8525 �r SCOTT V. CUNHA of cALN COUNTY SURVEYOR'S STATEMENT This Corner Record was received a� y and examined and filed Signed ti P.L.S. . No. 5 Title v'e County Surveyor's Comment N N . 2.(o1— zIN—owl BPELSG-2016 Page > of2 Document Number 11715 Ananc Index al-23 o L 23152-Miner-MF-17A co J FOUND RAILROAD SPIKE 0.2' BELOW GRADE. REFERENCED CENTER OF SPIKE;.: U ® SET REBAR AND CAP "RP PLS 8525" 89 REFERENCE STREET ADDRESS Feet 30 0 30 60 SCALE: 1" = 30' NOTE: ALL MEAUSUREMENTS IN U.S. SURVEY'FOOT AND DECIMAL THEREOF x 261-211-011 (::�4ID 261-212-001 fo \\ 4 's 2 &' 1® 4 5�17 261-180-001 6. Pane 2 of 2