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cr23_1184
CORNER RECORD Agency Index CR210570 Document Number 116q Ca## WOODCREST AREA County of RIVERSIDE , California Brief Legal Description N'LY 660' OF FLY 330' OF SW/4 OF THE NE/4 OF SEC 24, T3S,R5W, SBM CORNER TYPE COORDINATES (Optional) ❑ Government Corner ❑Control N. E. Elevation 24i X F1 Meander © Property ----------r----------- Units ❑ Metric ❑ U.S. Survey Foot ❑ Rancho ❑ Other Horizontal Datum Zone Epoch Date Date of Survey May 5, 2021 Vertical Datum SEC 24, T3S,R5W ❑ Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref.: ❑x 8765(d) ❑ 8771 ❑ 8773 ❑ Other: Corner/ ® Left as found ❑ Established ❑ Rebuilt ❑ Pre -Construction Monument: ❑ Found and tagged ❑X Reestablished ❑ Referenced ❑ Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: ❑X See sheet #2 for description(s): MOUMENTS SHOWN ON PM128/10-11 WERE FOUND EXCEPT THE NW/CORNER OF THE ABOVE DESCRIBED PROPERTY FOUND MONUMENTS WERE USED AS CONTROL TO RESTABLISH THE NW/CORNER OF THE PROPERTY. SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with the Professional Land Surveyors'Act on JUNE 27 2023 AVX -1-w Signed �P.L.S. orft-e-f- No. 5306 COUNTY SURVEYOR'S STATEMENT This Corner Record was received 06/29/2023 and examined and filed Signed � P.L.S. or R.C.E. No. 8488 Title County Surveyor County Surveyor's Comment BPELSG-2016 Page 1 of3 BUCUMEN I NUMBI_K o0Ud3 'I I &Y AGENCY INDEX CR21 BASIS OF BEARING KR❑SS N89'12'20"E 837.86' R&M R1 ROAD M1 0 ��O 330.00' R&M R i -� M2 ta---------- M M4 30' ROAD EASEMENT PER DOC REC IN BK >- 1983, PG 154631 OR PCL 1 3 a z a M4 PCL 2 PCL 3 COUNTRY MANOR LANE N89°02'50' 3 THE ELY 330' OF THE N'LY 660' OF THE EAST 25 ceMu ACRES OF THE SIN ds N o QUARTER OF THE NE c:)QUARTER OF SEC 24, T3S, o R5W OF THE SBM. 0'30' 3 PER DEED RECORDED i) 5-17-2016 AS DOCUMENT 3 0 uNO. 2016-0200038. N N o Pa o O N o z O W o J z Q U I N M5 44 M3 N89°12'20'E 330,00' R&M / PCL 4 BASIS OF BEARING: THE BASIS OF BEARING FOR THIS SURVEY IS THE NORTH LINE OF THE EAST 25 ACRES OF SECTION 24, T3S, R5W SBM PER PM 128/ 10-11, BEING N89'1 2'20"E. SURVEYORS NOT ES: Q INDICATES SET 1" I.P. WITH TAG STAMPED LS 5306, FLUSH. • INDICATES FD MONUMENT AS NOTED IN MOUNMENT NOTES. R&M INDICATES RECORD & MEASURED PER PM128/10-11 MONUMENT NOTES: M1 FD 1"1P TAGGED RCE 862, ACCEPTED PER PM128/10-11. M2 FD "1`"IP TAGGED RCE 862 FLUSH, ACCEPTED PER PM128/10-11. M3 FD,:'1"IP 'FLUSH NO TAG, ACCEPTED PER PM128/10-11, M4 FD 1"IP FLUSH TAGGED RCE 22406, ACCEPTED PER PM128/10-11. M5 FD 1". IP UP 0.10 TAGGED RCE 15698, ACCEPTED PER PM128/10-11. PAGE 2 OF 2