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cr25_0428CORNER RECORD Agency Index CR250109 Document Number j" " of L9 City of PALM SPRINGS Brief Legal Description A a x TAS, RAE SECTION 11 CORNER TYPE County of RIVERSIDE , California LOT 8 PER MB 18/53 _ ❑ Government Corner ❑ Control ❑ Meander © Property ❑ Rancho ❑ Other Date of Survey December 16. 2024 N. Elevation COORDINATES (Optional) E. Units 21 Metric ❑ 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 PLS Act Ref.: © 8765(d) ❑ 8771 ❑ 8773 ❑ Other: Corner/ © Left as found © Established ❑ Rebuilt Pre -Construction Monument: ❑ Found and tagged ❑ Reestablished ❑ Referenced 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 March 12. 2025 Signed P.L.S. or R.C.E. No. 7070 COUNTY SURVEYOR'S STATEMENT This Corner Record was received 4/4/25 and examined and filed Signed ` - P.L.S. orR.GE. No. 8488 Title County Surveyor County Surveyor's Comment �_A NO 0 PHILLIP K. FOMOTOR No. 7070 0_1 L�' OF yoO�kPL LA/VD, rG O q C No. 8488 70 Exp. 12-31-26 * �/_,ItOF CAV1F0� BPELSG-2016 Page 1 of 2 Document Number IJU ? J 15 Agencv Index CR250109 C 1/4 1 SEC. 11 TACHEVAH DRIVE N89'58'48"W 658.88' (N89'58'59"E 659.10')CALC'D -, BASIS OF BEARINGS Lob v THE BEARINGS SHOWN HEREON ARE BASED ON THE 0 BEING THE CENTERLINE OF ARQUILLA ROAD PER MB BEARING NO'11'00"E ih op 18/53 & MB 18/64. (610 2 0 MB ail ON HERMOSA DRIVE fz � W JCq ®to r, o Q coo � 0 (30') M&R W U� a � � w Z j f 0 o < Q M `00 N N r W 00 0 to o w O p� z �-. N v N Lo rn W F_ of N Co. N co M w o 00 co � co rn 0 b PIA Ui w co 4 17 E 658.71 A[N89 59 30 E f59_96 ] LOT 6 MB 18/64 20.00' SET ON CURB N89'57'36"E 658.65' (N89'59'30"W 658.93') 10.00' 498.70' (498.93') 99.95' (100.00') SCALE 1 "= 40' ui n w o L=31.47' R=20.00' o o A=90'09'34" o z (L=31.47' R=20.00' A= 90'10') z 478.59' (478.84')CALC'D N89'59'47'W 558.61 ' SET ON WALL LOT 8 MB 18/53 L=31.35' R=20.00' A=89'49' 13" (L=31.35' R=20.00' A=89'49') 80.02' (80.06') N O cp Iq It LO p 5 (30') M&R 0 O2 a00 J Sri J_ 0 5 v O a J U so -U-) N O (N©9'59'30"W 558.90') ll �L o U 10.00 SET ON CURB ro CALC'D PROLONGATION OF W'RLY LOT LINE N z _ n N89'59'47"W 658.59' (N89'59'30"W 658.90'IIJ T 6 MONUMENT NOTES EL ALAMEDA N FD. COPPER WELD STAMPED LS 2567 'O rn PER CR 23/1916. DOWN 0.5' IN WELL. 4 FD. 3/4" I.P. PER MB 18/64 TAGGED LS 5771. DOWN 0.1'. �O ❑3 FD. GEAR SPIKE & WASHER STAMPED LS 5411 PER CR 11 /799. FLUSH. ❑4 FD. 3/4" I.P. TAGGED LS 5411 PER CR 12/111. DOWN 0.8' IN WELL. FD. 1" I.P. PER MB 18/53 & MB 18/64. TAG ILLEGIBLE. DOWN 0.9'. 8 FD. GEAR SPIKE & WASHER PER CR 22/926. TAG ILLEGIBLE. FD. N89'50'12"E 0.33' FROM CALC'D POSITION OF THE INTERSECTION OF EL ALAMEDA & AVENIDA DE LOS CABALLEROS. MONUMENT NOT ACCEPTED. ACTUAL POSITION CALC'D BY PRORATION PER MB 18/53. w O O 0 z 1 FD. 3/4" I.P. WITH PLUG STAMPED LS 4146 PER PM 215/94-96. DOWN 0.6' IN WELL. FD. 3/4" I.P. WITH PLUG LS 4146 PER CR 22/926. DOWN 0.6' IN WELL. ACCEPTED AS THE C-S 1 /16 CORNER OF SECTION 11. SURVEYOR'S NOTES Q INDICATES SET 1" IRON PIPE WITH PLUG STAMPED LS7070. FLUSH. 0 INDICATES FOUND MONUMENT AS NOTED INDICATES SET GEAR SPIKE & WASHER STAMPED LS 7070. FLUSH. POINT ESTABLISHED BY PRORATION PER MB 18/53. ACCEPTED AS THE SECTIONAL CORNER C-N-S 1/64 PER MB 18/53. ( ) INDICATES RECORD DATA PER MB 18/53 & MB 18/64. FE-JN24095 BPELSG-2016 Page 2 of 2