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cr24_1774CR240529 CORNER RECORD Agencylndex Document Number 2024-1774 City of RIVERSIDE County of RIVERSIDE , California Brief Legal Description PORTION OF THE WEST 1/2 OF THE EAST 112 OF THE SOUTHEAST 1/4 OF NORTHWEST 114 OF _ SECTION 34, T. 2S., R. 5W., S.B.M. AS SHOWN PER R.S. 143/93. CORNER TYPE COORDINATES (Optional) N. E. -x 34--------- SEC. 34, T. 2S., R. 5W., S.B.M. ElGovernment Comer [] Control 0 Meander QX Property © Rancho E] Other Date of Survey April 23, 2024 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 PLS Act Ref.: ❑X 8765(d) ❑ 8771 E18773 Corner/ Left as found Established ❑ Rebuilt Monument: ❑ Found and tagged Reestablished ❑ Referenced Narrative of comer identified and monument as found, set, reset, replaced, or removed; Q 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 May 13, 2024 Signed P.L.S. L . No. 4343 COUNTY SURVEYOR'S STATEMENT This Corner Record was received and examined and filed Signed P.L.S. or R .E. No. 9- `CJ`U _ Title County Surveyor's Comment rl Other: U Pre -Construction ❑ Post -Construction o�_AND,3 � 0 o GABRIEL D. YBARRA LS4343 •4�CF CALt�Q BPELSG-2016 Page 1 of 2 W.O. 24-44 Document Number SURVEYOR'S NOTES 4 A encylndex BASIS OF BEARINGS IS TAKEN FROM CENTERLINE OF SUNNYSIDE DRIVE, PER R.S. 152/17, BEING N 8913'35" E. DENOTES FOUND MONUMENTS AS NOTED. O DENOTES S.F.N. SET 1' I.P. TAGGED LS. 4343, FLUSH. (R1) DENOTES RECORD & MEASURED DATA PER R.S. 152/17. (R2) DENOTES RECORD OR CALCULATED DATA PER R.S. 143/93. S.F.N. DENOTES SEARCHED, FOUND NOTHING. ALL I.P. DIMESIONS ARE INSIDE DIAMETER. rn v rn OD W w� � a m 43' i� � I v O � CN v (N 00'03'16" W FD. NAIL NO TAG, FLUSH, IN CONC. SIDEWALK PER R.S. 143/93 & R.S. 152/17. N 00'03'12" W 117.57' (117.57' R2) 116.57' (116.57' R2) I cocn �&n � Z rl �9 Z x v LTD W CR240529 LINE DATA Q I BEARING DISTANCE 1Q N 8914'44" E 49.78' �2 (N 00-03'12- W 20.00' R1) 1�3 N 89-12'04" E I 58.00, �4 N 89-16'00" E 58.00' 05 N 89-16'00* E 49.75' 6 N 89'16'00" E 107.75' 376.50' R1) (376.50' R2) (49.77' R2) (20.00' R2) (58.00' R2) (58.00' R2) (49.73' R2) (107.73' R2) �caoov-+ �23� Mvcn �r-m(�nrn n?rn Nv 0, z-n C. aa0;0- r- �z 1 ` cnwc�ny c l wc� CA ;E 3 Z" R.g� w vwz��in v cnrcz� �� ? w • C C C O (n C a� ?O�II z--IiV,?c> �wzcn-0cn unZ t/]F \ Zwln\rn co �+ \� CT N w v i V Z 1 �! -1 - �� M 116.64' (116.64' R2) r (137.64' R1, R2) N (N 00'03'12" W R1) w 136.66' (136.66' R2) 137.66' (137.66' R2) N 00'02'32" W -ocnT Z7 � ■ Ln r+1 v W �D 00 � �v c-0 N C = G� o� N a 1 .N.. (137.71' R1) s ~-T_ �w o 0 (180.72' R1) (180.73' 132) p ' (N 00'0528" W 376.73' R1) (376.73' R2) -q DE ANZA AVENUE N C> Zn' rr+mri* \N N>; �- a O I a�CC) �Do mw0v zMrMn �N po _�(nW v �v w O -�Z m��•. z� -0agz : yv�m ow w + j C f .rn r O N (n �w w (196.00' 132) (196.01' R1) Cn - a m BPELSG-2016 Page 2 of 2