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cr25_1657CORNER RECORD Agency Index CR250226 Document Number i City of MENIFEE Brief Legal Description County of RIVERSIDE , California LOT 299 OF TRACT No. 2257 PER M.B. 42/15-21. CORNER TYPE COORDINATES (Optional) N. E. ❑ Government Comer ❑ Control Elevation ❑ Meander ❑X Property Units ❑ Metric ❑ U.S. Survey Foot ❑ Rancho ❑ Other Horizontal Datum Zone Epoch Date Date of Survey May 5, 2025 Vertical Datum SEC. 25, T. 5S., R. 4W., S.B.M. ❑ Complies with Public Resources Code §§8801-8819 Complies with Public Resources Code §§8890-8902 PLS Act Ref.: 87ti5(d) ❑ 8777 118773 ❑ Other: Corner/ FX� Left as found ❑ Established ❑ Rebuilt ❑ Pre -Construction Monument: © 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 6.2025 2 P.L.S. No. _ 4343 COUNTY SURVEYOR'S STATEMENT This Comer Record was received 20 and examined and filed Signed P.L.S. or-R#- No. Title 1 V County Surveyor's Comment LAND y� j GABRIEL D. { YBARRA LS4343 �OF CAL��% �NL LA , MC! CL No.8488 0 Exp.12-31-26 ,W BPELSG-2015 Page 7 of2 W.O. 25-37 Document Number QN DELTA RADIUS LENGTH TANGENT 44'50'28" 300.00' 1 234.79' 123.78' (44'52'27') (300.00') (234.96') (123.88') 113.46' 2 44'50'27' 275.00' 215.22' (44'52'27") (275.00') (215.38') 3� 22'2547" 275.00' 107.65' 54.53' (22'26'47") (275.00') (107.73') 4 90-00*00' I 15.00' 23.56' 15.00' (90'00'00") (15.00') (23.56') (15.00') + 69'30'46' 1 15.00' 18.20' 1 10.41' (69'30'00") (15.00') (18.20') (10.41') 6 22'24'40' 275.00' 107.57' 54,48, (2225'40') (275.00') (107.65') Agency Index CR250226 SURVEYOR'S NOTES BASIS OF BEARINGS IS TAKEN FROM THE CENTERLINE OF OHIO PLACE PER M.B. 42/15-21, BEING N 60'0 OCr W. DENOTES FOUND 1' I.P. NO TAG, ON. 0.5. ACCEPTED AS LOT COR. PER M.B. 42/15-21. SET TAG L.S. 4343, UNLESS OTHERWISE NOTED. Oo DENOTES SET GEAR SPIKE & WASHER STAMPED L.S. 4343, FLUSH. O DENOTES S.F.N. SET 1' I.P. TAGGED L.S. 4343, FLUSH, BY PROPORTION USING RECORD DATA PER M.B. 42/15-21. () DENOTES RECORD & CALCULATED DATA PER M.B. 42/15-21. [ ] DENOTES RECORD DATA PER C.R. 03-0633. € } DENOTES RECORD DATA PER C.R. 06-D439. DENOTES SEARCHED, FOUND NOTHING. ALL I.P. DIMENSIONS ARE INSIDE DIAMETER. UNE DATA �e ,rah (4, °�7o c? Q3_ Q BEARING DISTANCE '�� w ' N 6Q� sQ&0s a- '�( 000- 6aj �Sa)8 1 0 N 80'29'14" W N 60'00'00" W 40.00' 117.47' (40.00') (117.70') 7 Q' -�'YG�� 2 9S� dap 4 �23 (?fir 'IV3 N 60'00'00' W 59.88' (60.00') �� �, n �2 C3,� rye, 4 Q5 N 60'00'00' W N 35'40'D3' W 59.88 135.72' (60.OD') (136.01') �LQ �' � `�`v �` 301 ry 3 ��3) 2 Tp. ,y `rya 6 N 35'40'03' W 119.74' (120.00') 7 N 60'00'00" W 22.55' (22.49')�g , 1300 ry 298 Ds� b 5 44 �+ 2,3 299 M r 28 I MONUMENT NOTES l❑ FD. 1' I.P. TAGGED L.S. 7083. FLUSH, PER C.R. 07-0714. 2� FD. 1' I.P. W/ILL.EGIBLE R.C.E. PLASTIC PLUG, DN. 1.2'. ACCEPTED AS C.L INT. PER M.B. 42/15--21, C.R. 06-0439 & C.R. 03-0633. � Q3 FD, 1" I.P. BENT, ON. 1.5. RE-ESTABLISHED BY HOLDING [i , RECORD DIST. FROM B.C. TEXAS AVE, C� PERPENDICULAR TO HAMPSHIRE DR. PER M.B. 42/15-21. SET 1" I.P. TAGGED L.S. 4343, FLUSH. ® FD. SPIKE & WASHER STAMPED P.L.S.7083, FLUSH, PER C.R. 07-0711. F51 FD. SPIKE & WASHER STAMPED P.L.S. 7083, FLUSH, PER C.R. 07-0712. RE-ESTABLISHEI MON. IS S 33'20'46' E 1.29' FROM TANGENT CURVE CALC'D POSITION. NOT ACCEPTED. RADIUS THROUG 6 S. FD. SPIKE & WASHER STAMPED P.L.S.O A LINE T SA TANGENT TO SA 7083, FLUSH, PER C.R. 07-0713. ti Q � 297 296 ?88 /�Q� a S� 289 /off 295c' 4 Lu cif 290 / 291 294 r N a 1 '0Q z= LIN N ' N 29J m 1� ~Cali 5 � 292 2 4 2s' P HOLDING A � 0 TH RECORD L�J v' ON. #4 AND ` �v ON. #6 EST. BY .URVE. PROPORTION 4 SPELSG-2016 Page 2 of 2