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cr23_0974CORNER RECORD Agencyindex CR 21-0840 Document Number -Q 3 — 0 975 City of Palm Desert County of RIVERSIDE , California Brief Legal Description Portion Lots 43 & 44, TR, 5565-2, MB 96/39-40, Portion of W 1/2, Section 32, TSS, RE, SBB&M CORNER TYPE COORDINATES (Optional) ❑ Government Corner ❑ Control ��IjI❑ Meander Q Property _X_ N. Elevation Elevation L91i Units ❑ Metric ❑ U.S. Survey Foot I ❑ Rancho ❑ Other Horizontal Datum jZone Epoch Date Date of Survey 7/07/2021 Vertical Datum ❑ Complies vvith Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref: ® 8765(d) ❑ 8771 ❑ 8773 ❑ Other: Corner/ ©Left as found ❑ Established [3 Rebuilt ❑ Pre -Construction Monument: ❑ Found and tagged ® Reestablished [] Referenced ❑ Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: ❑X See sheet #2 for description(s): SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with the Professional Land Surveyors' Act on July 14, 2021 Signed P.L.S. No. COUNTY SURVEYOR'S STATEMENT This Corner Record was received �,.�;_) 23 and examined and filed l2 /2-3 Signed _ P.L.S. No, Title C� �,(,VI� 1/� Sq�f\N0-y- County Surveyor's Comment CJ 4075 SPELSG.2076 Page 1 oft ( yM VAND SV D FF�LFo V > 0-0 * No. 4075 �F 4F CA—% Document Number 23- Oq?4• LEM O INDICATES SET REBAR w/ CAP STAMPED, IS 4075: UP 0.3' UNLESS OTHERWISE NOTED. ® INDICATES FD J" IP W/ PLUG STAMPED, "RCE 241761 FLUSH PER CRI 01-367. ACCEPTED AS PROPERTY CORNER. Agency Index CR 21-0840 ■ INDICATES FD J" IP w/ PLUG STAMPED IS SNF 4075; FLUSH PER CRI 14-0713. ACCEPTED AS PROPER CORNS°. ♦ INDICATES FD j" IP w/ ILLEGIBLE PLUG, \ FLASH PER CRI 01-368. ACCEPTED AS / \ PROPERTY CORNER / / — TRACT NO. 5555-2 SFN - INDICATES SEARCHED FOUND NOTHING / \ MB 96/39-4d' + \ \ 'q COMMON LOT �� b0\ \ \ C -CLOT- ON 0.1' �\ LOT 45 \ 11 UP 0.2' \ "o< \ Lai IZ LOr 44 Ln 5NF ARCS wi dwo®. \ \ Ao# bio / X14 / 1 T /C.) LOT c \ / a 1. SEARCHED AND FOUND N07MNG AT ALL PROPERTY CORNERS UNLESS OTHERWISE NOTED. 2. ALL BEARINGS AND DISTANCES ARE RECORD AND MEASURED OR CALCULATED PER MB 96/39--40, 3. THE BASIS OF BEARING IS THE NORTHWEST PROPERTY LINE FOR LOTS 42 & 43 AS N39'02'16"E PER TRACT MAP NO. 5565-2, MB 96/39-40. JOB # 791'-016 BPELSG-2016 Page 2 of 2