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cr24_0666CORNER RECORD City of PALM SPRINGS Brief Legal Description Agency Index CR180629 Document Number doopLf - 0&&(o County of RIVERSIDE LOT 95 MB 19/03, SEC.3, T4S, R4E , California CORNER TYPE COORDINATES (Optional) N. E. i 0 Government Corner [] Control Elevation i 1:1 Meander ®X Property Units ❑Metric ❑ U.S. Survey Foot X 0 Rancho rl Other Horizontal Datum j Zone Epoch Date Date of Survey Vertical Datum ❑ Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref.: 0 8765(d) 118771 ❑ 8773 0 Other: Corner/ © Left as found ❑ Established ❑ Rebuilt 0 Pre -Construction Monument: ❑ Found and tagged Reestablished ❑ Referenced ❑ Post -Construction Narrative of comer 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 November 27 Signed L.S. or 51eE. No. COUNTY SURVEYOR'S STATEMENT This Corner Record was received March 27, 2024 and examined and filed / 3 r O`'r` Signed — P.L.S. or R.C.E. No Title Riverside County Surveyor County Surveyor's Comment 7070 8488 UK.FOMOTOR' OF LV6 LIR No.8488 12-31-24 u 1 BPELSG-2016 Page 1 of2 n-,N 1 _ n/_i-/ uocument NUmDer -w- ' Aaencv Inaex UKltiUbZU N89'38'00"W 108.79' RACQUET❑ FD. 1 1/2" BRASS DISC PER MB 195/85-86. 1 (S89'38'00"E CLUB ROAD DISC ILLEGIBLE DOWN 0.1'. ACCEPTED AS THE .tr108.87') CENTER SEC. 3. N89'38'00"W 34.85' ❑2 FD. 3/4" I.P. WITH TAG 4146 DOWN 0.5' IN 2 MONUMENT WELL NO REF. S89'38'00"E 34.89') V) ^�4 ❑3 FD. 3/4" I.P. PLUGGED JHA RCE 14614 FLUSH. NO REF. 3 3 C2 ® FD. 3/8" REBAR DOWN 0.1'. NO REF. ACCEPTED 30 C AS THE WESTERLY COR. LOTS 95 AND 94. 0 1% ❑5 9S FD. MASONRY NAIL DOWN 0.1'. NO REF. .. O i) LOT 95 �s, �s ACCEPTED AS THE INTERSECTION GIRASOL AVE �n _Z tO1° �s ,9 ��+ AND VIA MONTE VISTA (ALTO CAMINO). MB 19/03 -cp REPLACED WITH GEAR SPIKE AND WASHER N 4 J jp� STAMPED LS 7070 FLUSH. Q 0' 'L 6 FD. 1/2" I.P. WITH TAG 4146 DOWN 0.5' w U IN MONUMENT WELL NO REF. o w 89'3$'48"W 126.79 N Q o (126.46') ����, BASIS OF BEARINGS Z J N ��y� fir,?�, THE BEARINGS SHOWN HEREON ARE e, D 0�� BASED ON THE BEARING S38'24'00"E Q z `��. ? J <r% BEING THE CENTERLINE OF CARDILLO v `� op0 (!...AVENUE AVENUE PER MB 19/03. un Q co LO 6� 0 M O �v � �-F w7 r6s� cP Ep" W co Ln o Z N MB 19103 ca�J J Z O z C� Q L=10.05' R=14.84' ❑=3848'32" SCALE 1 "= 60' \f 30' (R=14.84' A=38'46'00") O 5 N38'23'56"W 478.54' L=44.95' R=20.00' Q!,c� (S38'24'00"E 478.49') A=128'46'15" 'T N38'23'56"W 518.31' (L=44.95' R=20.00' �i4 �0,O (S38' 4'00"E 518.25') A=128'46'00") \ N89'37'45"W 205.25' (N89'38'00"W 205.20') 6 o o N89'37'45"W 333.51' (N89'38'00"W 333.46') ro 2 SURVEYOR'S NOTES VIA OLIVERA O INDICATES SET NAIL AND TAG STAMPED, LS7070. ON TOP OF WALL. • INDICATES FOUND MONUMENT AS NOTED INDICATES RECORD DATA PER MB •19/0.3. -. CURVE TABLE (RECORD) CURVE LENGTH RADIUS DELTA LENGTH RADIUS DELTA Cl 31.40' 20.00' 89'57'24" 31.42' 20.00' 90'00'00" C2 17.88' 20.00' 51"14'00" 17.88' 20.00' 51' 14'00" C3 17.88' 120.00' 151*13'49" 17.88' 20.00' 51'14'00" BPELSG-2016 Page 2 of 2