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cr23_1804Agencyindex 29 CORNER RECORD Document Number �0a2313 16014 City of UNINCORPORATED AREA County of RIVERSIDE , California Brief Legal Description LOT 226 OF TRACT NO.2257, QUAIL VALLEY MOUNTAIN TRACT, M.B. 42/15-21 25 X T5S R4W S.B.M. CORNER TYPE Government Comer❑ Control Meander ❑ Property Rancho ❑ Other COORDINATES (Optional) N. E. ❑ Elevation Units Metric ❑ U.S. Survey Foot ❑ Horizontal Datum Zone Vertical Datum Epoch Date Date of Survey JULY _29, 2023 ❑ Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref:N 8765(d) ❑ 8771 ❑ 8773 ❑ Other: Corner/ ® Left as found ❑ Established ❑ Rebuilt ❑ Pre -Construction Monument: ❑ Pound and tagged ® Reestablished ❑ Referenced ❑ Post -Construction Narrative of comer identified and monument as found, set, reset, replaced, or removed: 0 See sheet #2 for description (s): SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with the Professional d Surve ors' ct on NOVEMBER 03, 2023 Signed ✓ P.L.S.aOMM No. 7635 COUNTY SURVEYOR'S STATEMENT This Corner Record was received November 6 2023 and examined and filed �l- 3 Signed— P.L.S. or R.C.E. No. 8488 Title Riverside County Surveyor County Surveyor's Comment BPELSG-2016 Page 1 of 2 Document Numbers 3 y I PO y _ Agency Index CR231329 REFERENCE NOTE R1 - DENOTES TRACT 2257, M.B. 42/15-21. p R2 - DENOTES RECORD OF SURVEY, R.S.B. 32/60. R3 - DENOTES CORNER RECORD 2007-710. R4 - DENOTES CORNER RECORD 2007-708. II BASIS OF BEARINGS BEARINGS HEREON ARE BASED ON THE CENTERLINE OF IDAHO PLACE, BEING NORTH 61'42'52" WEST, PER TRACT MAP 2257, M.B. 42/15-21. NORTH LOT 225 TRACT 2257 M.B.42I15-21 a' LOT \ �rsj, 0' 50' 100' 150' 200' N00'48'40"E 226 f LOT ! 39,? ,s? ¢� SCALE: 1 °� = 100' RADIAL —i L 1 227 \ (39 a87 , ®C,'� C J 1 2028 �8�¢, R,i ,�l ¢9' j LOT (~ LOT l \ , ` 7j 242 Nip / 229 / LOT 241 �c� 1 230 LOT �' LOT / \ `�C1 238 231 LOT N ! 232. LOT l a�� S2 / 233 \�� • l / LOT MONUMENT NOTES go, / 234 / [j] FD SPIKE & WASHER, TAGGED LS 7083, FLUSH, '` Q9 ,� . LOT ACCEPTED AS CENTERLINE INTERSECTION PER R4. �®p 4 Rl �`' 236 ® FD SPIKE & WASHER, TAGGED LS 7083, FLUSH, ACCEPTED AS CENTERLINE RADIUS POINT PER R3 03900 LOT ®FD 1" LP. W/PLASTIC PLUG, TAGGED LS 5091, 235 FLUSH, ACCEPTED AS PROPERTY CORNER PER R2 ®FD 1" I.P. W/PLASTIC PLUG, TAGGED LS 5091, DISTURBED, ACCEPTED AS ' •�. PROPERTY CORNER PER R2, REPLACED WITH 1" I.P., TAGGED PLS 7635. Nh 1 SET 1" I.P., TAGGED PLS 7635, FLUSH, ESTABLISHED BY INTERSECTION USING RECORD ANGEL AT POINT 4 AND HOLDING RECORD BEARING FROM POINT 6, PER R1. ® FD 1" I.P., TAGGED LS 2755, FLUSH, NO REFERENCE, ACCEPTED AS PROPERTY CORNER. © SET 1" I.P., TAGGED PLS 7635, FLUSH, ESTABLISHED BY PRORATION PER R1. Q� Z� LINE DATA: LINE BEARING Li N47'02'32"W L2 N28'19'45"E L3 N72°00'00"W L4 N08'25'45"E DISTANCE 13.85' (13.87' R1) 137.80' (137,88' Rt) 88.93' (88,98' R1) 129.48' (129.62' R1) CURVE DATA: CURVE DELTA Cl 62*12'58" (R1 62'15'22" C2 42'08'43" (R1 42'28'00" RADIUS ARC 42.00' 45,61' 42.00' 45.64') 42.00' 30.89' 42.00' 31.13') BPELSG-2016 Page 2 of 2