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cr25_1655CORNER RECORD Agency Index CR250210 Document Number ft City of TEMECULA Brief Legal Description I I 30---------i TEMECULA RANCHO, PROJECTED SECTION 30, T. 7S., R. 2W., S.B.M. County of RIVERSIDE , California LOT 529 OF TRACT No. 3883 PER M.B. 63/1-35. CORNER TYPE Government Comer ❑ Control ® Meander Property ® Rancho Q Other Date of Survey February 11, 2025 N. Elevation Units COORDINATES (Optional) E. ❑ 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) 118771 08773 ❑ Other: Comer/ 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): o SURVEYOR'S STATEMENT v GABRIEL D. This Comer Record was prepared by me or under my direction in conformance with YBARRA the Professional Land Surveyors' Act on March 24.2025 LS4343 Signed P.L.S. No. 4343 '9l j OF CA1�iF COUNTY SURVEYOR'S STATEMENT This Corner Record was received and examined and filed 6 Q Signed P.L.S. or-R.6 No. U �� Title b u n County Surveyor's Comment �F1A� 1.A1�1� a3L No.8488 0 ? EXp.12-31-26 A BPELSG-2016 Page 1 of2 W.O.25-12 DocumentNumber MONUMENT NOTES 1� FD. 1" I.P. NO TAG, ON, 0.8'. ACCEPTED AS W'LY COR. LOT 529 PER M.B. 63/1-35, C.R. 90-236 & C.R. 24-2126. SET TAG L.S. 4343 IN I.P. 2❑ FD. 1" I.P. W/ILLEGIBLE TAG, DN. 01, PER C.R. 23-0857. MON. IS N 44'00'05" W 0.12' FROM E.C. C.L. AVENIDA BUENA SUERTE. 3❑ FD. 1" I.P. TAGGED L.S. 9766, DN, 0.2', PER C.R. 24-2126. L'J PER C.R. 24-2126 & C.R. 23-0859. ` I ✓ ! FD. 1" I.P. TAGGED LS. 9766, DN. 0.2', PER C.R. 24-2126. ACCEPTED AS A 1.0' OFFSET TO PROPERTY CORNER ALONG THE SIDE LOT LINE PROJECTED. © PER C.R. 24-2126 & C.R. 23-0856. MON. IS S 7072'56' E 0.12' FROM B.C. C.L. AVENIDA BUENA SUERTE. - J A VE N I D A BUENA 7] PER C.R. 24-2126 & C.R. 23-0656. O �'{ SUERTE 1 4 � oe AVENIDA DEL `"z RpPncn y _*r. -, io'w Z C.R. 24-2126�58 531 �R) z"�6 530 / FD 1' I P W PLASTI ' � • `°� / C PLUG .? col` 4 S.F.N EST. BY 529 3 ' PROPORTIONATE—, 1 Q5 MEASUREMENT Agency Index CR250210 SURVEYOWS NOTES - - - - BASIS OF BEARINGS IS TAKEN FROM THE WESTERLY LINE OF LOT 530 PER M.B. 63/1-35, BEING N 05'28'14' E. DENOTES FOUND GEAR SPIKE & WASHER STAMPED L.S. 8231, FLUSH, PER C.R. 24-2126, UNLESS OTHERWISE NOTED. DENOTES S.F.N. SET C-NAIL & TAG LS 4343 W/EPDXY, IN DRIVEWAY PAVER. O DENOTES S.F.N. SET 1' LP. TAGGED L.S. 4343. FLUSH. () DENOTES RECORD DATA PER M.B. 63/1-35. [ ] DENOTES RECORD DATA PER C.R. 24-2126. { [ DENOTES RECORD DATA PER C.R. 9D-236. S.F.N. DENOTES SEARCHED, FOUND NOTHING. ALL I.P. DIMENSIONS ARE INSIDE DIAMETER. STAMPED R.C.E. 26467, DN. 0.5',- PER C.R. 90-236 & C.R. 24-2126. CURVE DATA ® DELTA RADIUS LENGTH TANGENT 1 153'37'09- 300.00' 804.35' 1280.02' (153'37'44') (300.00') (804.40') (1278.25') [153'39'39"] [300.00'] [804.57'] 2 84'36'41' 300.00' 443.03' 273.03' 1 (84'38'42') (300.00') (443.20') [84'38'20"] [300.00'] [443.17'] 3 69'00'28' 300.00' 361.32' 206.21' (68'59'02'). (300.00') (361.20') [69-01-19"] [300.00'] (361.40'] 153'37'09' 270.00' 723.91' 1152.02' (153'3744') (270.00') (723.96') [153'37'39'] [270.00'] [724.11'] �5 49'31'07" 270,00' 233.35' 124.52' (49'34'58") (270.00') (233.65) [49'31'46'] [270.00'] [233.40'] 6 49'35'210 270.00' 233.68' 124.73' (49'34'58") (270.00') (233.65') [4937'20'] [270.00'] [233.84'] 7 49'37'34' 270.00' 233.86' 124.83' (49'34'57") (270.00') (233.66') 8 4'53'07" 270.00' I 23.02' 11.52' (4'52'51") (270.00') (23.00') ' S.F.N. EST. BY ' INTERSECTION $ 528 N 70'22'56' W (R) M. B. 63/1-35 •3 S 7 s a� O^o LINE DATA ® BEARING DISTANCE 1 N 45'59'08" E 151.03' (150.71) [151.03'] 1151.71'I 2N1 N 193B'34' E 173.75' 3 N 37'S0'01' W 53.30' 4 N 37'50'01" W 46.89' 5 N 37'50'01' W _ 100.19' 0.12' 6 N 43'59'25" W (173.72� [173.71'] (53.37') 153.32'I (47.04') [47.05!1 [47.06'[ (100.41') €100.38'1 S 70'2336' E 0.12' j [0.14'] BPELSG-2016 Page ?of 2