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cr24_2200CORNER RECORD Agencylndex CR240696 City of Brief Legal Description Document Number - aarc)(D MENIFEE County of RIVERSIDE , California LOTS 1132 & 1133 OF ROMOLA FARMS No. 12 per M.B. 15/77-78. CORNER TYPE COORDINATES (Optional) T N. E. _ ❑ Government Comer ❑ Control Elevation Q Meander ©X Property Units ❑ Metric ❑ U.S. Survey Foot 6 © Rancho Other ❑ Horizontal Datum Zone Epoch Date Date of Survey May 22, 2024 Vertical Datum SEC.16, ❑ Complies with Public Resources Code §§8801-8819 T. 5S., R. 3W., S.B.M. Complies with Public Resources Code §§8890-8902 PLS Act Ref.: E 8765(d) ❑ 8771 E18773 Other: Corner/ FX] Left as found ❑ Established ❑ Rebuilt ❑ Pre -Construction Monument: 0 Found and tagged Reestablished ❑ Referenced ❑ 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 June 17._ 2024. _ Signed P.L.S. No. COUNTY SURVEYOR'S STATEMENT This Comer Record was received 10/10/24 and examined and filedt P Signed Title P.L.S. or-R-Cr.E. No. County Surveyor County Surveyor's Comment 4343 -1 GABRIEL D. YBARRA LS4343 OF BPELSG-2016 Page 1 of W.O.24-48 Document Number a:o- - 6�c� Auen�y Index CR240696 SURVEYOR'S NOTES SCALE: 1 "= 300' BASIS OF BEARINGS IS TAKEN FROM THE CENTERLINE OF ETHANAC ROAD PER R.S. 141/52-63, BEING N 89'09'26' W. DENOTES FOUND MONUMENTS AS NOTED. (R2) DENOTES RECORD OR CALCULATED DATA PER C.R. 08-0312. O DENOTES SET 1' I.P. TAGGED L.S. 4343, FLUSH. (R3) DENOTES RECORD OR CALCULATED DATA PER C.R. 10-0254. (R1) DENOTES RECORD OR CALCULATED DATA PER R.S. 141/52-63. (R4) DENOTES RECORD OR CALCULATED DATA PER M.B. 15/77-78. �400p C v T5S R3W �y U201 q ETHANAC ROAD FD. 2" CAL. D.O.T. BRASS DISK STAMPED "9,10,16,15", - BASIS OF BEARINGS FLUSH, PER R.S. 141/52-63. 8 9 (5222.74' R2) (5222.65' R3) (5222.3' R4) N 89'09'26" W 5222.75' (N 89'09'26' W 5222.24' R1) 1320.11' (1320.05' RI) (1320.11' R2) (1320.09' R3) (1320' R4) _3902.6�4' 1 %F63' (630.05' R3) (630' R4} 630.07' (630.05' R3) (630' R4) (3902.19' R1)" (3902.63' R2) io 1260.13' (1260.12' R2) , (1260.10' R3) (1260' R4) (3902.56' R3) 0 cj o I1132 1163 (3902.3' R4) 30' �,Nnd � - WWQ N \C.7 a: N F- ¢ � N N O m C mLd rD C M M � Z t0 U O t0 N O M U N a-'p �I (O I-- CD QW U En o�� v 113 1162 �WZ� 0 o Z oo o �, � o Z `� �00� O 630.26' (630' R4) v r ~ o 4 I N 89'09'29" W I IW y (z a z 30' � m-o� w CQ 1134 co� 1161 t~n ua CD � � co o -- `� - co CN -� J N O NM Z g� w - O N � W ya m O W) N O v v co Lo N. N v O I Z Cl Lt 7 00 O OLo Obi N Q p v v p OD ED cc � z r N N p O U MI $ Np 12 10 v=imma o RO AO�A FAR M 7-78 0 z= 9 m o ' c c� wa r� wZ I z a� 3- \ p\ Z Q J y 3 a a = J a �� 30' aatF N oc 30' - a a j (1261.77' R2) (1260' R4) I a v 1261.75' (1261.79' R3) 630.87' (630.89'R3) (630' R4) 630.88' (630.90') (630' R4) o N 89'09'38" W 1321.78' (1321.96' R1) 0321.8W R2) (1321.82' R3) (1320' R4) McLAUGHLIN ROAD 16 115 BPELSG-2016 Page 2 of2