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cr25_0515CORNER RECORD Agency Index CR190445 Document Number 202S — dSl City of PALM SPRINGS County of RIVERISDE , California Brief Legal Description LOT 34, 33. 39, 40 MB 23/83 SEC 34 T3S, R4-E SBM CORNER TYPE COORDINATES (Optional) N. E. 1 Government Corner E] Control _ rl Elevation Meander ® Property ---- �� ---Y Efl Units Metric ® U.S. Survey Foot Rancho ® Other ri Horizontal Datum 1 x Zone Epoch Date ' Date of Survey June 12, 2019 Vertical Datum ❑ Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref.: 8765(d) ® 8771 8773 ® Other: Corner/ ❑X Left as found Established Rebuilt ® Pre -Construction Monument: ❑ Found and tagged N Reestablished Referenced ® Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed Q✓ 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-Surve=mAcln June 20, 2019 Signed P.L.S. T . No. LS7070 COUNTY SURVEYOR'S STATEMENT This Corner Record was received 04/15/25 and examined and filed 5&_112� - Signed P.L.S. or No. 8488 Title County Surveyor County Surveyor's Comment AND /�1.v UAL �U 0 V PHILLIP K. FOMOTOR No. 7070 IP OF CA-1F09 c,`o, p& f Al�psCi Mc�,�! �Grn a ❑ No.8488 70 * Exp. 12-31-26 OF CA1-1- BPELSG-2016 Page 1oft Llocumeni Number 4V4-6" F-� i-op Aaencv Inaex UK I uu-4,45 (S89'40'00"E 130.00')M&R BASIS OF BEARINGS: S89'40'00"E 388.01' 1 (S89'40'00"E 388.07') --- P% S.N.F. RADIO ROAD M 1 tV d' n _j � -T —� 30' M o L07 G LO XB 2SM o � N89'40'00"W 328.14' (S89'40'00"W 328.07') cl a0 103.17' 0 N 2 (103,07' w o O ao .. 224.98' 3 3 o t� in coo c o c� a io o (225.00') P o 00 Q °° Q `r 0 o LOT 33 S80'17'42" L T 40' � o O 0 o a s N ILO to °ram' 0 MB 23/83 N89'39'33"W 328.21' MB 23 83 00 o Z u Ir z n w (S89'40'00"E 328.05') (80.00�) R N � o _164.11' (164.04') 164.11' (164.02') a m O p -r, 000 io o N0'06'30"E 79.90' 01 r) co o �+ r) c ? o LOT 34 LOT 39 °> 0 � 80.00' 4 5 2 z n MB 23/83 MB 23(83 °r.' w -1 164.14' (164.03') 164.14' (164.02'} 0 LO N89'39'O5'W 328.28' 06 ((SB9'40'00"E 328.05') N Z -d {N89-40'00"W 30.00')M&RI o I c6Jd a �N m o 0 0 S.N.F. v z � 3 " S.N.F. 7 0 o I SCALE 1 =100 �I N89'S4 565 W 30.00 / 0' (N89'40'00"W 30.00') z z SURVEYOR'S Notes M FD. 1/" - 2 I.P. WITH ILLEGIBLE TAG' DOYEN 0.9' PER MB 422/20-22 AND MB 23/83_ Q INDICATES SET 1" IRON PIPE WITH PLUG FD. 3/4" I.P. WITH ILLEGIBLE TAG DOWN 1'. STAMPED LS7070. FLUSH. NO REF. 0 INDICATES SET NAIL AND TAG STAMPED 3❑ FD. 3/4" I.P. WITH TAG RCE 2666 UP 0.5'. LS7070 FLUSH IN CONCRETE. NO REF. FD 1.12' S80'17'42"W FROM THE SE i INDICATES FOUND MONUMENT AS NOTED COR. LOT 4. { } INDICATES RECORD DATA PER MB 23/83. ® FD. NAIL AND TAG RCE 8630 IN CONCRETE INDICATES RECORD DATA PER PMB FOOTING AT FENCE COR. PER PMB 90/1-2. 90/1-2 5❑ FD. 5/8" REBAR PLUG LS 7037 FLUSH. NO REF. ACCEPTED AS THE SW COR PARCEL 1 BASIS OF BEARINGS PMB 90/1-2. THE BEARINGS SHOWN HEREON ARE BASED © FD. SPIKE AND WASHER LS 7037 FLUSH. NO ON THE BEARING S8940'00"E BEING THE REF. ACCEPTED AS THE CENTERLINE OF ANZA CENTERLINE OF RADIO ROAD PER MB ROAD PER PMB 90/1-2. 23/B3. �7 FD. 1/2" I.P. PER MB 23/83. DOWN 0.7' OPEN. BPELSG-2016 Page 2 of 2