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cr24_0428CORNER RECORD Agency Index CR240080 Document Number 2024-0428 City of PALM DESERT County of RIVERSIDE , California Brief Legal Description PARCEL 2 PER PARCEL MAP NO. 27050 FILED IN MB 180/33-34 CORNER TYPE Government Corner 0 Control Meander ©X Property Rancho Other Date of Survey October 2, 2023 T.5S, R.5E SECTION 36 N. Elevation COORDINATES (Optional) E. Units ❑ Metric ❑X U.S. Survey Foot Horizontal Datum Zone Epoch Date Vertical Datum ❑ Complies with Public Resources Code §§8801-8819 El Complies with Public Resources Code §§8890-8902 PLS Act Ref.: 0 8765(d) 8771 ❑ 8773 0 Other: Corner/ 0 Left as found Established ❑ Rebuilt © Pre -Construction Monument: ❑ Found and tagged ❑ Reestablished ❑ Referenced Post -Construction Narrative of comer identified and monument as found, set, reset, replaced, or removed: 0 See sheet #2 for description(s): SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with UKFOMOTORthe Professional Land Surveyors'Act on January 10. 2024 Signed P.L.S. or�. No. 7070OFCA� COUNTY SURVEYOR'S STATEMENT This Corner Record was received January 22, 2024 and examined and filed `J! �� an2 - Signed P.L.S. or 71 No. Title Riverside County Surveyor County Surveyor's Comment 8488 BPELSG-2016 Page 1 of 2 uocumem IVumper LVL-r-V-rGV ncv Inaex ur%z4UUt5U 2 N M M O z m r 00 N M M 0 z 155.99' 0 55.96') 2 \- 1 L0 t� 01 N 00 L0 rn N is 00 rr co co co M M 0) L0 � lA O 00 r- O O O z z N89'52'00"E 662.82' (N89'53'44"E 662.58' 175.42' (175.33') RE-ESTABLISHED BY SINGLE PROPORTION. PARCEL 2 PM 180/33-34 Uz� 0!. 0 PARCEL 1 PM 180/33-34 206.04' (206.00') RE-ESTABLISHED USING COMPASS RULE ADJUSTMENT 1.00'. POINT FALLS ON FENCE POST SET WITNESS COR. RE-ESTABLISHED BY SINGLE PROPORTION. 125.20' (125.17') 331.41 ' � (331.29') 3 ' 67 N 0; N O M N Of M O O 3 � O a O N 0 z O_ v O Z 0 N z N o U 01 04 ar 3 Q1 o � o z z SCALE 1 "= 60' o N89'54'15"E 33-1.24' o (N89'54'15"E 331.17) M 331.22' �331.22' (331.1fi'] JAGUAR WAY n (331.16') 5 BASIS OF BEARINGS: N89'54'15"E 662.43' RE- STABLISHED BY SURVEYORS NOTES (N89'54'15"E 662.32') SINGLE PROPORTION. p INDICATES SET 1" IRON PIPE WITH PLUG MONUMENT NOTES STAMPED LS7070. FLUSH. El ACCEPTED IAS OHEPEN NE COR ' PER PARCELM180/33-34. + INDICATES FOUND MONUMENT AS NOTED 1. 0 INDICATES SET CHISELED "X" ON CONCRETE ! , TENNIS C(%URT. ) INDICATES RECORD DATA PER PM180/33-34. 3 BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON r. THE BEARING N89'54' 15"E BEING THE 4 UNTERLINE OF JAGUAR WAY PER PM 180/33-34. n FD. 3/4" I.P. PLUG RCE 24176 DOWN 0.1' PER PM180/33-34. ACCEPTED AS THE NE COR. PARCEL 2. FD. 1 " I.P. PLUG RIV CO TRANS FLUSH PER CR13-0486. ACCEPTED AS NW COR. OF THE SOUTHI/2 OF THE NE1/4 OF THE SE1/4 OF THE SE1/4 OF SEC. 36. FD. 1/2" COPPER CLAD MON SHAFT BENT DOWN 0.3' (SHOT BASE) PER PM180/33-34. ACCEPTED AS THE SE COR. PARCEL MAP. FD. 1 " I.P. PLUG RIV CO TRANS FLUSH PER CR13-0486. ACCEPTED AS NW COR. OF THE SOUTH1/2 OF THE NE1/4 OF THE SE1/4 OF THE SE1/4 OF SEC. 36. BPELSG-2016 Page 2 of 2