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cr23_1194CORNER RECORD Agency Index C L �-) oo (/. _ L Document Number cW3— /1qq City of Palm Desert County of RIVERSIDE , California Brief Legal Description Lot 109, TR. 5796-3, MB 89/40-42; Portion of NE 1/4, Section 32, T5S, R6E, SBM CORNER TYPE N. ❑ Government Corner ❑ Control Elevation I X i ❑ Meander El Property Units Jim- ❑ Rancho ❑ Other Horizontal Datum I Zone Epoch Date Date of Survey 6/8/2020 Vertical Datum ❑ Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref: ❑X 8765(d) ❑ 8771 ❑ 8773 ❑ Other: COORDINATES (Optional) E. ❑ Metric ❑ U.S. Survey Foot Corner/ Q 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): SEE BACKSIDE SURVEYOR'S STATEMENT This Corner Record was pared by me^ under my direction in conformance with the Professional Lan r Ac June , 2020 Signed P.L.S. or R.C.E.No. 7627 COUNTY SURVEYOR'S STATEMENT This Corner Record was received ul k �L3 and examined and filed t 7" AO—� Signed // P.L.S. or 7R.I/No. Title County Surveyor's Comment BPELSG-2016 Page 1 of 2 \ONp,L LAry� / s\ C` Sj EVS/V G'A No. 7627 Q OF \\ CA Document Number AP -3` l/q'4 Agency Index �'2< )-00Z'Z'p !�Q O INDICATES SET REBAR w/ CAP STAMPED, IS 7627" UNLESS OTHERWISE NOTED. RECORD DATA SHOWN PER MB 89/40-42. i INDICATES FD j" IP w/ PLUG STAMPED, IS 4075", DN. 0.1' UNLESS OTHERWISE NOTED. RECORD DATA SHOWN PER CR j09-0031. ■ INDICATES FD J" IP w/ PLUG STAMPED, IS 5479', ON. 0.1'. NO REFERENCE, ACCEPTED AS PROPERTY CORNER. Z � r'� ! S7846'00 �. ' S `100.00' DN. 01 0 0 LOT 110 CORNER FALLS ON WATER METER, 'x" ENGRAVED ON W/M BOX o S II W J V Ln 7$ 46'00 £ S LOT H -H fl 100.00• !� °�' COMMON AREA TRACT NO. 5796-3 MB 89/40-42 �l LOT 109 g o ~ O 71 �n'+ .t„ LOT 108 \ \ \ 1. SEARCHED AND FOUND NOTHING AT ALL PROPERTY CORNERS UNLESS OTHERWISE NOTED, 2. ALL BEARINGS AND DISTANCES ARE RECORDED AND MEASURED OR CALCULATED PER MB 89/40-42. BPELSG-2016 Page 2 of 2 U59 "AWA lt Cx�=kn e r