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cr25_0439CORNER RECORD City of CATHEDRAL CITY Brief Legal Description SEC. 16 TAS, R.5E Agency Index CR250103 Document Number ?0?1� — 0 ~, 7j County of RIVERSIDE , California LOT(s) 971 & 972 PER MB 31/20-21 CORNER TYPE ❑ Government Corner ❑ Control ❑ Meander Q Property ❑ Rancho ❑ Other Date of Survey October 31, 2024 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.: © 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: ❑✓ 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 10, 2025 Signed P.L.S. or R.C.E. No. 7070 COUNTY SURVEYOR'S STATEMENT This Comer Record was received Marc 18, 2025 and examined and filed U� Signed � P.L.S. or ROE No. 8488 Title County Surveyor County Surveyor's Comment }" In p,Nip Soo? v �F PHILLIP K. FOMOTOR No. 7070 OF CN+ -fa �aaat Lallo- Qa No.8488 � * Exp. 12-31-26 OF C 0� OO�� Xl� BPELSG-2016 Page 1 of 2 Document Number --,)f' , ;3 C encv Index CR250103 MCCALLUM WAY N89'49'24"E 332.07' E(N89'51'00"E)] (310.00')M&R 0 N89'49'24"E 210.00'(N89'51'E 210.00') �L=31.35'(L=31.36') 30' (R=20.00')M&R A= 89' 48' 40"(A= 89' 50' ) LOT 951 MB 31/20-21 N 00 N O N w� N w 0 O b b z Z 30' 3 L=31.48'(31.4 (R=20.00')M A=90' 11 '24"(A=90' 1 LOT 952 MB 31/20-2 u� OR 00 v LOT 970 MB 31/20-21 LOT 933 1 2.00' POINT FALLS IN MB 31 /20-21 WO°4 INACCESSIBLE AREA BEHIND N WALL SET 1" IP. TAG W.C. N LS7070 FLUSH. w 122.99' w N89-49-02"E 124.99' f o (NB9'51'E 125') v N v In ^ 000 q- N N p N w� w r 00� 0 o b D z LOT 932 b Z 00 b LOT 971 No 0 MB 31/20-21 z S MIS31/20-21 ;o N89'50'03"E 124.99' (N89'51'E 125') LOT 931 L=31.47'(31.47') 31 20-21 MB (R=20.00')M&R / A=90'09'44"(A=90'10') 104.93'(104.94') SURVEYOR'S NOTES 0 M N89'51'00"E 209. (L=31.36')M&R (R=20.00'M&R o LOT 972 A=89'50' 18" ¢ Laj n 31 2o-21 (A=89'50') 105.05'(105.016') (N89'51'E 210.00') 0 M d 00 O N Iw 0 o Z b Z X Ln Q V 0 6 N Z �J w Q 00 �o 0 b z 30' 1 07' BASIS OF BEARINGS: N89'51'00"E 309.97'� (N89'51'E 310.00') BARISTO ROAD MONUMENT NOTES SCALE 1 "= 60' p INDICATES SET 1" IRON PIPE WITH PLUG STAMPED LS7070. FLUSH. FD. GEAR SPIKE AND WASHER LS7232 FLUSH NO REF. ACCEPTED AS THE INTERSECTION INDICATES SET GEAR SPIKE WITH WASHER OF MCCALLUM WAY AND AVENIDA VALDEZ. STAMPED LS7070. FLUSH. FD. GEAR SPIKE AND WASHER LS7232 FLUSH INDICATES FOUND MONUMENT AS NOTED NO REF. ACCEPTED AS THE INTERSECTION OF INDICATES RECORD DATA PER MB 31/20-21. MCCALLUM WAY AND EASTERLY ALIGNMENT OF AVENIDA XIMINO. INDICATES RECORD DATA PER MB 149/1-2. 3 ❑ FD. 1 1/2" BRASS DISK LS4396 FLUSH PER BASIS OF BEARINGS CR04-0305. ACCEPTED AS THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON OF AVENIDA VALDEZ AND BARISTO ROAD. THE BEARING N89`51'00"W BEING THE CENTERLINE FD. 1 1/2" BRASS DISK LS4396 FLUSH PER OF BARISTO ROAD PER MB 31/20-21. CR17-0561. ACCEPTED AS THE INTERSECTION OF AVENIDA XIMINO AND BARISTO ROAD. FE-JN24086 BPELSG-2016 Page 2 of 2