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cr24_0651CORNER RECORD City of Brief Legal Descriptior RIVERSIDE Agency Index CR231465 Document Number a0.9q- 0&V County of RIVERSIDE LOT 8 OF TRACT NO.30126 PER M.B. 332/45-46 . California CORNER TYPE COORDINATES (Optional) N. E. _ ❑ Government Comer ❑ Control Elevation Meander ❑X Property Units ❑ Metric ❑ U.S. Survey Foot 28 ❑ Rancho ❑ Other Horizontal Datum X Zone Epoch Date Date of Survey August 31, 2023 Vertical Datum SEc.29, ❑ Complies with Public Resources Code §§8801-8819 T.2S., R. 5W., S.B.M. ❑ 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 El Post -Construction Narrative of comer identified and monument as found, set, reset, replaced, or removed ❑✓ See sheet #2 for description(s): SURVEYOR'S STATEMENT This Comer Record was prepared by me or under my direction in conformance with the Professional Land Surveyors' Act on September 25. 2023 igned P.L.S.I��No. 4343 COUNTY SURVEYOR'S STATEMENT This Comer Record was received February 5, 2024 and examined and filed Signed _ r P.L.S. or R.C.E. No. 8488 Title Riverside County Surveyor County Surveyor's Comment Ac�v? C GABRIEL D. YBARRA t�, LS4343 OF CALIF BPELSG-2016 Page 1 of 2 W.O.23-58 Document Number °��°5 % Agency Index CR231465 SURVEYOR'S NOTES UNE DATA BASIS OF BEARINGS IS TAKEN FROM E'LY LINE OF TRACT NO. 30126 PER M.B. 332/45-46, BEING N 35'15'00' W. g DENOTES FOUND 1' I.P. TAGGED L.S. 5390, FLUSH, PER M.B. 332/45-46, UNLESS OTHERWISE NOTED. Qi DENOTES FOUND NAIL do TAG IN TOP OF CONC, CURB AT THE PROLONGATION OF THE SIDE LOT UNE, PER M.B. 332/45-46. Q DENOTES SET 1' I.P. TAGGED L.S. 4343, FLUSH. ( ) DENOTES RECORD OR CALCULATED DATA PER M.B. 332/45-46. S.F.N. DENOTES SEARCHED, FOUND NOTHING. �p (R) DENOTES RADIAL BEARING. 1-1 ® BEARING DISTANCE 1 N 3515'44" W 18.66' 2 N 54'33'24" E 9.91' 3 N 3515'17" W 42.93' 4 N 5424'00" E 9.98' 5 N 3515'17" W 32.93' © N 3515'26" W 18.00' 7 I N 54'44'16' E 18.00' ALL I.P. DIMENSIONS ARE INSIDE DIAMETER.�AIV .n J i FD. 1" I.P. NO TAG, DN. 0.2'. ACCEPTED AS N WLY �; o �' COR. LOT 8, PER M.B. N 67'20'26" E V G; oa G� 332/45-46. SET TAG (40.00') LS. 4343 IN I.P. 40.01' FD. 1/2' I.P. TAGGED LS. 5390, DN. 1.1', ��,, �• 3s ygp� PER M.B. 332/45-46. �y�Af•��p 118 01`9 M.B. 332/45— 46 �� 's gy p N 06'27'09' E (R) 41 1 � 2 (18.67') (10.00') (43.00') (10.00') (33.00.) (18.00') (18.00') ICI ' 7� D� 3 4 eo of CURVE DATA na DELTA :,;RADIUS LENGTH TANGENT 1 48'17'07" % `.46.00 40.45' 21.51' (4814'46") (48.00') (40.42') (21.49') G� �o3,� �0 a� p NO TAG, DN. 0.2'. �"�"gpr• FD. 1" I.P. ACCEPTED AS C.L. INTER. PARK CLIFF CT. & GRAND AVE., PER�,� M.B. 332/45-46. SET TAG L,S. 4343 IN I.P. SCALE: 1"= 50' BPELSG-2016 Page 2 of 2