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cr25_0557CORNER RECORD Agency Index C R200437 Document Number :)Oa0�5 - City of CATHEDRAL CITY County of RIVERSIDE , California Brief Legal Description LOT 212 PER MB 38/83-86 09------- x CORNER TYPE ❑ Government Corner ❑ Control ❑ Meander © Property ❑ Rancho ❑ Other Date of Survey January 16, 2019 TAS, R.5E SECTION 9 PLS Act Ref.: © 8765(d) Corner/ © Left as found Monument: ❑ Found and tagged N. Elevation COORDINATES (Optional) E. Units ❑ Metric 0 U.S. Survey Foot Horizontal Datum Zone Epoch Date Vertical Datum ❑ Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 ❑ 8771 ❑ 8773 ❑ Established ❑ Rebuilt © Reestablished ❑ Referenced 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 Land Surveyors' Act on February 12, 2019 Signed VP,L.S. or R.C.E. No. 7070 COUNTY SURVEYOR'S STATEMENT This Corner Record was received 04/08/25 and examined and filed Signed P.L.S. or ROE. No. 8488 Title County Surveyor County Surveyor's Comment ❑ Other: Pre -Construction Post -Construction PHILLIPK. FOMOTOR Na. 7070 OF CP�- NPL LAM. Np,� O a No.8488 70 * Exp. 12-31-26 VOF COA O BPELSG-2016 Page 1 of2 uocument Number c-)4Z — OS Ste- Agency Index CR200437 FD. 1 " I.P. WITH ILLEGIBLE PLUG FLUSH PER CR93-0323 FD. NAIL AND WASHER LS 7232 IN LIEU OF 1"I.P. PER CR17-0222. FD. 1" I.P. WITH N89'55'15"E 201.12' ILLEGIBLE PLUG [N89'56'00"E 201.00] FLUSH PER DURANGO RD. cR93-0322. CALC'D PROLONGATION - OF REAR LOT LINE TO WHISPERING 0 BASIS OF BEARINGS PALMS TRAIL. SCALE 1"=100' to1 THE BEARINGS SHOWN HEREON ARE BASED ON u THE BEARING N89'56'00"E BEING THE 00 o 0 I CENTERLINE OF 30TH PER MB38/83-86. Nrn a u0 Q T N89'56'00"E 700.16' [N89'56'00" 700.00']S.N F. m .,' 30' 250.06' [250.00'] L1 S.NFr ? cp. -O a? N 7: 'NQ a r�m = � N N 2 � 100 r N89'56'WE 276.53' N89'56'00'E 276.47'] U CALC'D 0' 360.09' 3 t> ,q - d- c< rn v q N o rn o [360.00'] 1 a?U ❑a0 �0 O r' c�o� 1 V ae� Z o (62.72') 3 ~O o w w W n FD. NAIL AND LEAD IN _ 'v rn J rn 3 w " CURB PER CR03-0604. o 0 0 rn 0200 [SO'04'00"E Q N `� ¢ -�� 65.20']M&R-\ (64.95') rn S.N.F.o o L1 S.N.F. CD p� � t° "v 60.01' z 647.68' o � � tr 280.05 [280.00']CAL'C [60.00'] , ,� „ [647.59']� S.N.F. ESTABLISHED rsS�� 3�TM"I A�89'56'00"EB987.74ASIS F [N89R56G00"E 987.59'] FROM TIES PER FD. NAIL AND WASHER LS 7232 FLUSH -/ CR03-0604. SET FD. NAIL AND NO REF. IN LIEU OF CVWD 1 "I.P. TAG GEAR SPIKE WASHER LEAD IN CURB CVWD PER CR03-0598. ACCEPTED AS LS 7070 FLUSH. PER CR03-0604. THE INTERSECTION OF 30TH AVE AND S.N.F. SEARCHED NOT FOUND WHISPERING PALMS TRAIL. SURVEYOR'S NOTES U LINE TABLE [RECORD] O INDICATES SET 1" IRON PIPE WITH PLUG STAMPED LS7070. FLUSH. LINE LENGTH BEARING LENGTH BEARING Q INDICATES GEAR SPIKE AND L1 60.01' 1 N89'56'00"E 60.00' N89'56'00"E WASHER STAMPED LS7070 FLUSH. d INDICATES FOUND MONUMENT CURVE TABLE [ RECORD ] As NOTED. [ ] INDICATES RECORD DATA PER CURVE LENGTH RADIUS DELTA LENGTH RADIUS DELTA MB 38/83-86. ( ) INDICATES MEASURED AND Cl 162.61 500.00' 18'38 00" [162.61' 500.00' 18'38 00" ] RECORD DATA PER CR03-0604. C2 105.52' 1 500.00' 1 12'05'28" [105.58' 500.00' 12'05'53"] [CALC'D] C3 157.09' 1500.00' 16'32'32" I [57.03' 1500.00' 16-32'07"] I [CALC'D] BPELSG-2016 Page 2 of 2