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cr23_1105CORNER RECORD Agency Index CR220063 Document Number 3 ` Ili'® City of CATHEDRAL CITY County of RIVERSIDE , California Brief Legal Description LOT 25 OF PARCEL MAP NO. 16888 PER PM 128/85 CORNER TYPE COORDINATES (Optional) N. E. Government Corner Control Elevation Meander ® Property Units E] Metric U.S. Survey Foot Rancho Other Horizontal Datum x; Zone Epoch Date Date of Survey May 8, 2020 Vertical Datum Complies with Public Resources Code §§8801-8819 T.SS., R.5E. SEC. 36 Complies with Public Resources Code §§8890-8902 PLS Act Ref.: 0 8765(d) El 8771 M 8773 M Other: Corner/ Fx_1 Left as found FX] Established E]Rebuilt n Pre -Construction Monument: El Found and tagged 1:1 Reestablished El Referenced E] Post -Construction Narrative of corner 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 the Professional Land Surveyors' Act on January 13, 2022 Signed P.L.S. or>eE. No. 7070 COUNTY SURVEYOR'S STATEMENT This Corner Record was received ry C2" examined and d e5; ry Signed P.L.S. or R, Title County Surveyor's Comment E. No. -14-19 BPELSG-2016 Page loft ��O LAND �� v PHILLIP K. FOMOTOR No. 7070 s,, s IQ OF uocument Number arv,,--�;o - 16W 3 SCALE !*= 1UU` 0 N 0 M n v 0 N O O O cD � 3 i� 0 rn O 0 z v i� cfl 3 i� r) m 0 0 z I� 0 rn N Y � N W O W N U ao C c� rr 4 330.65' (330.71') V�ron inaex N89"56'59"E 330.74' (N89'57'12"E 330.71') ®ASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING N89°54'58"E BEING THE CENTERLINE OF CHOLLA WAY PER PM 128/85. SURVEYOR'S NOTES Q INDICATES SET 1" IRON o PIPE WITH PLUG STAMPED O cD LS7070. FLUSH. 0 INDICATES FOUND MONUMENT AS NOTED. 0 INDICATES RECORD DATA o PER PM 128/85. z rn 0i LO 0.21' c° 3 E 1/2, SE 1/4, NE o 1/4, SW 1/4 0 SEC, 36_ T55- R5E o 29.91' (30.00') 330.65' (330.71') CHOLLA WAY OF BEARINGS: N89'54'58"E 661.30' (KIR4•r,a'r,8"E 661 42') MONUMENT NOTES FD. 3/4" I.P. WITH PLUG STAMPED LS4075, FLUSH PER PM 128/85. DFD. 3/4" I.P. WITH PLUG STAMPED LS4075 PER CR 05/495. aFD. 3/4" I.P. WITH PER PM 128/85. OPEN. UP 0.4'. InFD. 1 1/4" I.P. WITH TAG PER PM 128/85. ILLEGIBLE. DOWN 0.9'. ACCEPTED AS THE INTERSECTION OF CAT CREEK RD. AND CHOLLA WAY. XI ❑ 5 FD. 3/4" LP PER PM 128/85. OPEN. FLUSH. ❑6 FD. 1 " LP WITH PLUG STAMPED RIV. CO. TRANS. FLUSH. ACCEPTED AS THE SE COR. OF PARCEL. BPELSG-2016 Page 2 of 2