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cr25_0601CORNER RECORD Agency Index C R250136 Document Number — cl_y._ol City of RIVERSIDE Brief Legal Description . . SECTION 36, T. 2S., R. 5W., S.B.M. County of _ RIVERSIDE _ , California LOT 27 OF TRACT No. 2380 PER M.B. 46/53-55. CORNER TYPE 0 Government Comer © Control ❑ Meander 0 Property ® Rancho © Other Date of Survey February 21, 2025 PLS Act Ref.: �X 8765(d) Corner/ 0 Left as found Monument: FXJ Found and tagged ❑ 8771 ❑ Established Reestablished COORDINATES (Optional) N. E. - Elevation _ Units ❑ 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 ❑ 8773 © Other: - ❑ Rebuilt ® Pre -Construction ❑ Referenced ® Post -Construction Narrative of comer identified and monument as found, set, reset, replaced, or removed: ❑✓ See sheet #2 for description(s): `0 SURVEYOR'S STATEMENT `+ GABRIEL D. YBARRA This Comer Record was prepared by me or under my direction in conformance with LS4343 the Professional Land Surveyors' Act on FebruarV 24. 2025 �. Signed P.L.S.' No. 4343 OF CAt-�F�� COUNTY SURVEYOR'S STATEMENT This Comer Record was received 04/09/25 and examined and filed P.L.S. of R�"E. No. 8488 Signed - Title County Surveyor County Surveyor's Comment LA yNONAI. M � o Q. .c a No.8488 70 * Exp. 12-31-26 OF CA0-0:O ' BPELSG-2016 Page 1 of 2 W.O. 25-13 Document Number 2Ta]�—:, - QV 71 SURVEYOR'S NOTES BASIS OF BEARINGS IS TAKEN FROM THE WESTERLY LINE OF LOT 27 PER C.R, 04-554, BEING N 06'20'51' W. # DENOTES FOUND 3/4" I.P. TAGGED L.S. 4343, DN. 0.3', PER C.R. 04-554, UNLESS OTHERWISE NOTED. Qo DENOTES S.F.N. SET C-NAIL & TAG LS 4343, W/EPDXY IN CONCRETE DRIVEWAY. O DENOTES S.F.N. SET 1' I.P. TAGGED L.S. 4343, FLUSH. () DENOTES RECORD DATA PER C.R. 04-554. [ ] DENOTES RECORD DATA PER M.B. 46/53-55. (R) RADIAL BEARING S.F.N. DENOTES SEARCHED, FOUND NOTHING. ALL I.P. DIMENSIONS ARE INSIDE DIAMETER. I i CURVE DATA ® DELTA RADIUS LENGTH TANGENT 11 139'07'12" 45.00' 109.26' 120.74' [139'25'20"] [45.00'] [109.49'] 0 7012'42" 45.00' 55.14' 31.63' [70'21'40-] [45.00'] [55.25'] Q3 68'54'30" 45.00' 54.12' 30.87' [69'03'40'] [45.00'] [54.24'] 4 46'29'56" 51.25' 41.59' 22,02' [46'30'10"] [51.25'] [41.60'] [22.02'] 5 24"14'42" 170.00' 71.94' 36,51' [2415'00"] [170.00'] [71.95'] [36.52'] MONUMENT NOTES FD. 1' I.P. TAGGED L.S. 4343, FLUSH, PER C.R. 04-554. FD. RAMSET NAIL & TAG L.S. 4343 IN CONC. DRIVEWAY, IN LIEU OF 1" I.P. TAGGED L.S. 4343, FLUSH, PER C.R. 04-554. [31 FD. 3/4" I.P. TAGGED L.S. 3259, ON. 3.5. PER C.R. 04-554. ® FD. 1" I.P. TAGGED L.S. 2501, ON. 0.7'. NO REF. ACCEPTED AS N.E. COR. LOT 27 PER M.B. 46/53-55. FD. 1' I.P. NO TAG, DN. 0.1'. ACCEPTED AS MOST EASTERLY. COR. LOT 27 PER M.B. 46/53-55. SET TAG LS. 4343. © FD. 3/4" I.P. NO TAG, DN. 0.2'. ACCEPTED AS B.C. PER M.B. 46/53-55. SET TAG LS. 4343. Agency Index LINE DATA ® BEARING DISTANCE 1 S 63'51'51" W (R) 75.00' 2 N 31'54'25" E 65.55' 3 N 00'46'21' W 91.60' 4 S 63'51'51- W (R) 30.00' 5 N 88'54'48" E 56.57' 6 N 88'54'48" E 63,99' M. B. 7118 1 4JN N 88'54'48" E � 120.56' [120.37'] 60 o M V) 00 G al �. 4 izo n mC zo 26 x' 10 CR250136 o Lo �n N U [75.00'] [65.69'] [92.00'] [30.00'] [56.50'] [63.87'] (63.93') 27 M.B. 46/53-55 ©M 0 30 0 29 4 EST. BY PROJECTION & EST. DISTANCE EST. BY PROPORTION FROM R/W. 28 S 4713'39" E (R) p 726'25 E (R 30' BPELSG-2016 Page 2 of