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cr24_0672CORNER RECORD Agency Index CR230548 Document Number e2d-Zq' 0&7X City of PALM SPRINGS County of RIVERSIDE , California Brief Legal Description TRACT LINE BETWEEN TRACT 3148 AND 3320 TAS.. RAE.. SEC. 26 CORNER TYPE Government Corner ❑ Control Meander ❑?C Property Rancho Other x Date of Survey March 27, 2023 COORDINATES (Optional) N. E. Elevation Units ❑ Metric Q 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.: ❑X 8765(d) ❑ 8771 ❑ 8773 ❑ Other: Corner/ ❑X Left as found ❑ Established ❑ Rebuilt Pre -Construction Monument: ❑ Found and tagged © Reestablished ❑ Referenced Post -Construction Narrative of comer identified and monument as found, set, reset, replaced, or removed: Q See sheet #2 for description(s): NOTE: 1'. THIS PROPERTY WAS SURVEYED WITHOUT THE BENEFIT OF THE TITLE REPORT OR A CHAIN OF TITLE. THE SURVEYOR OF RECORD WAS UNABLE TO DETERMINE JUNIOR/SENIOR RIGHTS. SINGLE PROPORTION WAS USED TO TIE THIS LOCATION. SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with the Professii Signed P.L.S. orf2-C11E. No. COUNTY SURVEYOR'S STATEMENT This Corner Record was received February 21, 2024 and examined and filed `7-- 3 r - Signed — P.L.S. or R.C.E. No. Title Riverside County Surveyor County Surveyor's Comment LAND S&�?L� V PHILLIP K FOMOTOR No. 7170 DF CAL�FO� iJ r 'F13ci No. 8488 &p.12-31-24 114 IF CAS BPELSG-2016 Page 1 of2 I -In I -d �l % UDCUnlem NUMDef -- -v nCy Inaex I.me ju04o n 0 r rn 3 IM N M N z v i� N O ILO E- ❑ c%j Z N O Q I U J 0cli - BASIS OF BEARINGS: i N89'21'00"E 616.92' <N89'21'00"E 616.57'> CANYON VISTA DR. N89'21'00"E 500.90' [N89'21'00"E 504.57'1 . 92.46' (92.40') n =E NOTE 1 L=32.07' aq CD R=20.00' A=91'53'16" -[L=32.07' R=20.00' 00 A=91'53'30"] M M z V 44.00' L t 1 "= 100' 0 L=30.81 ' ` R=20.00' } A=88' 15'35" [(L=30.81' R=20.00' A=88' 15' 40")] SEE NOTE 1 142.84' (142.80') 408 44' ((408 17')) F I L=31.55' R=20.00' o BASIS OF BEARINGS A=90.23' 11 " J� o THE BEARINGS SHOWN [L=31.54' R=20.00' '`' HEREON ARE BASED ON A=90'22'00"] THE BEARING N89'21'00"E BEING THE CENTERLINE OF CANYON VISTA DR. PER MB 51 /31-32. ��9 NBT30'04"E 30.00' ., rat -32 <(N8727'30"E 30.00')> 30.00' NOTES N2'32'10"W 84.06' 1. THIS PROPERTY WAS 00 <N2'32'30"W 84.00'> SURVEYED WITHOUT THE ri BENEFIT OF THE TITLE fO N87'30'04"E 20.00' REPORT OR A CHAIN OF f-<N87*27'30"E 20.00'> TITLE. THE SURVEYOR OF 00 RECORD WAS UNABLE TO L DETERMINE JUNIOR/SENIOR v o RIGHTS. SINGLE 0 0 N PROPORTION WAS USED TO Z� BOUNDARY LINE TIE THIS LOCATION. BETWEEN TR 3148 TORO CIRCLE 0AND 3320 HEREONESTABLISHED BY 46.39'- M COMPASS RULE ADJ. ((46.40')) r z N8724'56"E 20.00' v<N8T27'30"E 20.00'> V) NT32'10"W 84.06' to �<N2'32'30"W 84.00'> L=31.23' 3 N8T24'56"E 30.00' R=20.00' 0) 30.00'> A-8L=31.8" 10 �<N87'27'30"E [L=31.23 0 N2'32'10'W 13.39' R=20.00' z - '<N2'32'30"W 13.38'> A=89'27'58"] L=90.69' R=156.90' A=33'07'05" <L=90.63' R=156.79' A=33'07'05"> L=90.43' R=148.64' A=34'51'25" <L=90.37' R=148.54' A=34'51'25"> NO'47'54"W 13.38' b �<NO'48'10"W 13.37'> 00 r 332.67' ((332.57')) 1 A Q U LO O ' a r cV ❑ Q M v C o N n-W 105 323 N89'12 09"E 475.51' [N89'11'50"E 479.38'1 N89'12'09"E 587.16' <N89'11'50"E 587.045 lj AVENIDA GRANADA SURVEYOR'S NOTES MONUMENT NOTES INDICATES FOUND MON. AS NOTED [ FD. 3/4" I.P. WITH PLUG "CITY OF PALM SPRINGS", IN LIEU Q INDICATES SEARCHED, NOTHING OF 1.25" I.P. PER MB 57/82-83. FD. DN. 0.8' IN WELL. FOUND; SET 1" IRON PIPE WITH PLUG STAMPED' LS 7070 FLUSH. FD. 2.5" COPPERWELD STAMPED LS 8508, FLUSH IN LIEU OF 1.25" I.P. PER MB 57/82-83. INDICATES REC. DATA PER MB 57/82-83 [ j FD. 3/4" I.P. DOWN 0.6' IN LIEU OF SPIKE "CITY OF PALM �( )) INDICATES REC. DATA PER MB SPRINGS" PER MB 57/82-83. 51 /31-32 7 FD. 3/4" I.P. WITH TAG IN LIEU OF 1.25" I.P. PER MB < > INDICATES REC. DATA PER MB 57/82-83. 57/82-83 AND M851/31-32. ] INDICATES REC. DATA PER RS 34/57 BPELSG-2016 Page 2 of 2