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cr19_0056CORNER RECORD Pity of ---- Brief Legal Description T7S, R3E, SBM X I I I I Parcel 3, Parcel Agencyindex CA=2�N 33C) Document Number ZOM — 6056 _ County of RIVERSIDE , California 21552, PM 165180-81; Portion of NW 1 4, Section 23, APN: 575-140-024 CORNER TYPE Government Corner[:] Control Meander ❑ Property Rancho ❑ Other COORDINATES (Optional) N. E. ❑ Elevation a Units Metric ❑ U.S. Survey Foot ❑ ❑ Horizontal Datum Zone Epoch Date Date of Survey 6/7/18 Vertical Datum [:]Complies with Public Resources Code §§8801-8819 [-]Complies with Public Resources Code §§8890-8902 PLS Act ROE 8765(d) ❑ 8771 ❑ 8773 ❑ Other: Corner/ Q Left as found ❑ Established ❑ Rebuilt ❑ Pre -Construction Monument: ❑ Found and tagged [Z] Reestablished ❑ Referenced ❑ Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: ❑X See sheet #2 for description (s): SEE BACKSIDE This Corner Re the Professlwol a_td Signed SURVEYOR'S STATEMENT Fared by me or under my direction in conformance with Kors' A onz JUNE 2018 1 11 P.L.S. No. 7627 COUNTY SURVEYOR'S STATEMENT This Corner Record was received, VZ519- >/6 and a ed and filed Z Zit Oiq Signed P.L.S. or R -G -.E. No. B489 Title County Surveyor's Comment Page 1 of 2 L LAA+0� g1 EV EN pG No. 7627 Q ATF 0 F CA LJ{ND r� MC rd No. 8488 Exp. 12-31-20 Document Number Agencylndex SCALE 1" = 150' NORTH S00'1001'W 616.21' REBAR ON. 1.5' I 6r r -LOU -LU 10 Page 2 of 2 27-§M — KIRBY ROAD _ NOO'10'01 'E -------- ----�T IT--— 322.00' y 1. SEARCHED AND FOUND NOTHING PARCEL 1 AT ALL PROPERTY CORNERS I yon I UNLESS OTHERWISE NOTED. I Z I 2. ALL BEARINGS AND DISTANCES N ARE RECORDED AND MEASURED I I OR CALCULATED PER PM 165/80-81 �N 0'10'01" E 290_00 • INDICATES FD REBAR WITH I .� PLASTIC CAP STAMPED I STAMPED, 'RCE 19937° DN 0.5' OR UNLESS OTHERWISE N I 0 I NOTED, RECORD DATA SHOWN PER PM 165/80-81. m 16 PARCEL 2 00 o I z L I 1 50' N00' 10'01 "E 612.00' I REM y N. 1.3 N a PARCEL 3 a FD 1' IP FLUSH, SET PLUG 0 STAMPED IS 7627' A=03'40'29' L 131.390 S00'1001'W 616.21' REBAR ON. 1.5' I 6r r -LOU -LU 10 Page 2 of 2 27-§M —