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cr23_1883CORNER RECORD Agency Index CR231049 Document Number o20 A 3 - / $$ 3 City of UNINCORPORATED TERRITORY County of RIVERSIDE , California Brief Legal Description Parcel 1 of Parcel Map 4589-1 P.M.B. 6/58-72 (Por. Sec. 13 & 24; T.8S., RAW., S.B.M.) CORNER TYPE COORDINATES (Optional) 1 N. E. Government Comer❑ Control ❑ Elevation — Meander ❑ Properly Units Metric ❑ U.S. Survey Foot ❑ Rancho ❑ Other ❑ Horizontal Datum 24 Zone Epoch Date Date of Survey August 77. 2023 Vertical Datum ❑ Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref:M 8765(d) ❑ 8771 ❑ 8773 ❑ Other: Corner/ ❑ Left as found ❑ Established ❑ Rebuilt ❑ Pre -Construction Monument: ❑ Found and tagged ® Reestablished ❑ Referenced ❑ Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: ■ See sheet #2 for description (s): , L.No. SURVEYOR'S STATEMENTThis Comer Record was prepared by me or under my direction in conformance with (0the Profession and ry ors'ActonNOVEMBER 15, 2023 Signed '� P.L.S. orR.G.S. No. 7635 COUNTY SURVEYOR'S STATEMENT This Corner Record was received November 15. 2023 and examined and filed //— 30 — dvd)-� Signed ti Title Riverside County Surveyor County Surveyor's Comment P.L.S. or R.0 E. No. 8488 MsM >N�L No.8488 k*\j 8xp.12-31-24 , Wal BPELSG-2016 Page 1 of 2 Document Number '2.a23f 3 Agency Index CR231049 ESTABLISHMENT NOTES N8U9'37"E 1030.00' 10 ( � —RADIALS A SFN, ESTABLISHED BY INTERSECTION PER R1. N85'37'43"E B SFN, ESTABLISHED BY SINGLE PRORATION PER R1. ISFN, 0 MONUMENT NOTES � FOUND MONUMENT AS NOTED. C SFN, ESTABLISHED BY RECORD CURVE DATA PER R1. 0 SET 1" I.P. TAGGED "PLS 7635"; FLUSH. D ESTABLISHED BY RECORD ANGLE & DISTANCE PER R2. [D FD 1" I.P. W/RN. CO. BRASS CAP, ILLEG., DN. 0.2' BASIS OF BEARINGS ACC. AS N/W'LY COR. PER R1. BEARINGS HEREON ARE BASED ON THE EAST LINE OF M2 FD 1" I.P. (OPEN); DN. 15; ACC. AS N/E'LY COR. PARCEL 1, PER P.M. NO. 4589-1, P.M.B. 6/58-72. PER R1. ( )GE DISTANCE PER P.M. 4589-1, P.M.B. 6/58-72. ©FD TAG (RCE 11473) SET IN ROCK; ACC. AS R1 = P.M. NO. 4589-1, P.M.B. 6/58-72, S/E'LY COR. PER R1. R2 = P.M. NO. 18896, P.M.B. 133/46-47• ®FD 1" I.P. & TAG (RCE 26928); FLUSH; ACC. AS CURVE DATA CURVE DELTA RADIUS ARC CL OF CAMARON ROAD PER R1. Cl 09'04'34" 1000.00' 158.41' ©FD 1" I.P. & TAG (RCE 26928); DN. 0.3'; ACC. AS CL (Cl 09'04'32" 1000.00' 158.40') A BC OF CAMARON ROAD PER R1. C2 53'59'06" 200.00' 188.44' (C2 53'58'49" 200.00' 188.43') © FD 1" I.P. & TAG (LS 2961); DN. 0.2', ACC. AS CL C3 08'29'28" 1200.00' 177.84' A, INT. OF CAMARON ROAD & DE LUZ ROAD PER R1. A ' C4 11'01'35" 1200.00' 230.94' Q' Z.���,� 0 FD 1 I.P. &TAG (RCE 26928); UP 0.4 , ACC. AS CL INT. OF CAMARON ROAD & PARCEL 2 W LY PL C5 19'31'03" 1200.00' 408.78' ,� � � (C5 19'31 1200.00' B PROD PER R1. '4 " 678.481 Ob C6 32'23 43 1200.00 67$.48 �- ®FD 1" I.P. W/RIV. CO. BRASS CAP, ILLEG., DN. , (C6 32'24'25" 1200.00' 678.73') Ns23¢ '; CL EC OF CAMARON ROAD PER R1. LINE DATA AV LINE BEARING DISTANCE, L1 N10'59'55"E 256.79' L B�¢6'10' 150' 300' 450' 600' (L1 N10-53-47"E 256.79') o`4 SCALE: 1 = 300 =�y N51'33'07"wLp --I��. PARCEL 1 RADIALG / �� P.M. 4589-1 N43'03290W \ — WD IAL --\ Gy 6 pQ C�C�d N4 na p°M° NOW W SFN ! f P.M.B. 6/58-72 (47.38 AC.) d SFN-- p C to W M 0 Ln LO p N VI V — (} N --N01'49'i5'E N88$6'42'37"E SFN '11'001N 1325.89' (1325.94') i 323.80(323.7 ` ® 382.67'(382.72') BPELSG-2016 Page 2 of 2