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cr23_0150
CORNER RECORD Agencylndex Document Number CR200007 30a-3 - 01 �D City of Palm Desert County of RIVERSIDE , California Brief Legal Description Lot 9, TR. 14082, MB 913/38-W41; Portion of NE 1/4, Sec, 39, M, RE, SBB&M CORNER TYPE COORDINATES (Optional) I X ❑ Government Corner ❑ Control I ❑ Meander ® Property �►+� ❑ Rancho ❑ Other I N. E. Elevation Units ❑ Metric Horizontal Datum ❑ U,S, Survey Foot Zone Epoch Date Date of Survey 12/18/19 Vertical Datum ❑ Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref: Q 8765(d) ❑ 8771 ❑ 8773 ❑ Other: Corner/ Q Left as found ❑ Established ❑ Rebuilt ❑ Pre -Construction Monument: ❑ Found and taggedX❑ Reestablished ❑ Referenced ❑ Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: © 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 La ry o ' A December 23, 2019 Signed P.L.S. No. 7627 COUNTY SURVEYOR'S STATEMENT This Corner Record was received August 3, 2022 and examined and filed January 12, 2023 Signed P.L,S.er R G E, No. 8455 Title Deputy'County SurV6yor County Surveyor's Comment BPELSG-2016 Page i of 2 %\pNp,L Lfto sl EVir41 No, 7627 4 t,Or CAO-V �\ONp,L LAND sG O -A o �- No. 8455 Z a *\ Exp. 12-31-24 /* Document Number Index. CR200007 0 INDICATES 1' 1P w/ P) -UG- STAMPED, "LS 7627m, FLUSH. LOT 4 • INDICATES FOUND MONUMENTS AS NOTED. (cal) INDICATES CALCULATED DISTANCE PER MB 1 1 3138-4 1. SFN INDICATES SEARCH FOUND NOTHING FD" IP w PLUG STAMPED, "LS }i 4075", FLUSH, PER CR 105-549 1 LOT 5 _ "1`` SNF 1 \rSNF TRACT NO. 14082 i MB 113/38-41 iVi LOT 6 �� SNF SNF i F0 NAIL wJ TAC STAMPED, "LS 4075- FLUSH, 075;FLUSH, PER CR #12-0425 li LOT 7 3. RC CART i; i SNF LOT 8 i -- IN O 10 100.00' LOT E 1 v'TA 41 , LOT s LOT 24 ,, ,� $ 100'' . _ 1 Z6` LOT 10 � LOT 23 , °� v go FD j" IP w/ PLUG STAMPED, "RCE 24176N, FLUSH PER CR# 00-185 & i 1. SEARCHED AND FOUND NOTHING AT ALL CRI 02-237 1 ` t , PROPERTY CORNERS UNLESS ` OTHERWISE NOTED, LOT 22 , 2, ALL BEARINGS AND DISTANCES ARE ` RECORDED AND MEASURED PER MB 113/38-41 UNLESS OTHERWISE NOTED. ,1 NORTH 3. THE BASIS OF BEARING IS THE CENTERLINE OF AJO LANE AS N7329'30"E PER MB 113/38-41, SCALE 1" = 40' BPELSG-2016 Page 2 of 2 JOB# 2021-1-001