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cr23_1542CORNER RECORD Agency Index CR 21-0945 Document Number Qoo2 3 — l S4l.�- -Gity e€ UNINCORPORATED TERRITORY County of RIVERSIDE Brief Legal Description PARCEL 1. P.M. 73/15-16, SEC. 4, T. 5S., R. 2W.. S.B.B.M. ` 4 i i X PLS Act Ref.: Corner/ Monument: CORNER TYPE 11 Government Corner ® Control N. Elevation COORDINATES (Optional) E. California ® Meander ®X Property Units Q Metric ® U.S. Survey Foot ® Rancho ® Other Horizontal Datum Zone Epoch Date Date of Survey August 16, 2021 Vertical Datum 0 Complies with Public Resources Code §§8801-8819- Complies with Public Resources Code §§8890-8902 ®X 8765(d) Left as found 0 Found and tagged 118771 © 8773 11 Other: ❑ Established ❑ Rebuilt 0 Reestablished ❑ Referenced Narrative of corner identified and monument as found, set, reset, replaced, or removed: Q✓ See sheet #2 for description(s): SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with .4 the Professional LandiSurveyorsI ct on ALI ust 31, 2021 Signed r r) ' P.L.S. or L� COUNTY SURVEYOR'S STATEMENT This Corner Record was received _T/i7 123 8509 and examined and filed Signed - P.L.S. or R.C.E. No. 843$ Title County Surveyor's Comment Pre -Construction ® Post -Construction ' =J crw N4IGUEL /;.'10' �! VILLASEIN!OR S1� S0 09 L rl �vu'JU.i r BPELSG-2018 Page 1 or Document Number o20o2 3— I S`lz Index CR 21-0945 MONUMENT'S NOTE&- INDICA IES FOUND 1' I.P. W/TAG 'Ll 4230 , FLUSH, PER P.M. 73A5-16 UNLESS OTHERWISE NOTED. Q INDICATES FOUND 314' I.F. W/TAG W.C.E.862, OF ,SL'CPER PM, 7 %15-16. ACCEPTED AS COVER 4. ■ INDICA If S NAIL AND TAG STAMPED L S 4230 , 1N GRANITE BWLOER, IN UEU OF 1' I.P. W/TAG I.S 4230', PER P.M, 73/15-16. ACCEPTED AS IHE MOST K-57ERL Y CORNER ON R11W LINE OF PARCEL 1, PER P.M. 73/15-16 El INDICATES FOUND 1' LR WAG 1RC.E. 23713; FLUSH, IN LIEU OF 1 " LP. W/TAG ZS 4230 -, PER P.M. 73/15--16. ACGIPTID A$ THE SOUTHKST CORNER ON R/W LINE OF PARCEL 1, PER P.M 73/15-16. 0 INDICATES SET 1" LP. W/PLASTIC PLUG STAMPED 'LS 8509 , FLUSH. N SURVEYOR'S NOTES.• THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERUNE OF MINTON ROAD, PER P.M. 73/15-16. BANG NORTH 0176'12' EAST: () RECORD v am° ATAPM5-16 0 30' ROAD EAZWENT S PER P.M. 73/15-16. GRAPHIC' SCALE 200 0 100 2w MIL P.M. 66/98 1 inch = 200 ft. 43.88) GILMORE ROAD 45.92 N89�353'W 67306' NB933'05"W 67309' (45.92) Q INDICA OTES SEARCHED NOTHING 43 88' — • (43.68 ) — — COT LINE TABLE NO. BEARING LENGTH Li N197925 W R 30.00 N192427'W R 30.00 L2 N19'5604'W R 30.00 N1934 27'W R 30.00' L3 N8979 00 275.15 N8976'16 W 275.00' L4 N8979'00' 230.57 N8976'16"W 230.42' L5 N455636 21.16 N45S9 58 E 21.10' L6 N44 78 51 21.42 N447826'0 21.43' L 7 N4548 33' 20.92 N45 50'04 E 20.95' 26 - 3 L7 L6 I' 26 - 3 L7 L6 I' 130" 1 I� �I Imo; a 0 Ito I PARCEL 7 DOWN 0.60' PARCEL MAP 12487 P.M. 73 / 15-16 C ] PARCEL 2 i PARCEL MAP 12487 P.M. 73 / 15-16 ARC TABLE NO. DELTA RADIUS LENGTH C1 A=69V2 45 150.00 180.76 4=69172'20 150.00' 180.74) C2 A=69b2'13 180.00 216.89 d=69ti220 180.00' 216.89' C3 A--20-37'041 600.001 215.91 d=20 3811 600.00' 216.10' C4 t--2037'04 630.00 226.70 6_2038'11 " 630.00' 226.91' I VS Joe NO. 21-160 PARCEL 1 PARCEL MAP 12487 1 P.M. 73 / 15-16 I 1 45 92' 1 (45.92) �30 -I I � I 4: I C) ct e�y ry I CAD z C31 I Z� I z� m 30' I t �- DOWN 1.00' DOWN 1.00' Iw L5 C4 _ L4 ■ �� SIMON WA Y I DOWN 1.50 44.58' (44.58) 44,58' 44.58) BPELSG-2016 Page 2 oF2