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cr20_044211 11 111- -1111 1111911l� L OIL WE City of — — — County of Agency Index Document Number ZOZU- 04,t2- RIVERSIDE 442RIVERSIDE , California Brief Legal Description Parcel 2, 7R. PM No 11388, PM 51-9; Portion of S ; of S.W. I Sec. 30, T5S, R6E, SBM CORNER TYPE COORDINATES (Optional) N. E. ❑ Government Corner ❑ Control Elevation I ❑ Meander 0 Property Units ❑ Metric ❑ U.S. Survey Foot — v��A ❑ Rancho ❑ Other Horizontal Datum X j Zone Epoch Date Date of Survey 11-26-2018 Vertical Datum ❑ Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref: ❑X 8765(d) ❑ 8771 [_] 8773 ❑ Other: Corner/ FXJ Left as found ® Established ® Rebuilt [] Pre -Construction Monument: ❑ Found and tagged Reestablished 99 ® [j Referenced ❑ Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: Q See sheet #2 for description(s): SEE BACKSIDE This Corner Record the Professional Signed SURVEYOR'S STATEMENT by me or under my direction in conformance with November 26, 2018 P.L.S. or R.C.E.No. 7627 COUNTY SURVEYOR'S STATEMENT This Corner Record was received / Zdz Ze, and examined and filed zo Signed /V/."W—P.L.S. or . No. 94107 Title County Surveyor's Comment BPELSG-2016 page loft 55 g1 EVEN ° = No. 7627 0 Q' 9TF OF � \FpQ�� CA Document Number 2020- 0442 Agency Index 180649 4 7.00' ------------------------ A-28'39'30' — R=100.00' ` L=50.02' MSP PARCEL 1 pM s,9 LOT A N \ �- "' N LOT 9." 86'04'38' \ �\ R=100.00 d=122'43'27` \ L=150.22' \ �• o R=100.00' \was L=214.19' \.v g \ PARCEL 2 i� N89'48'15`W 663.87' BASIS OF BEARING ( GOVERNMENT LOT 57 I I I fim 1. SEARCHED AND FOUND NOTHING AT ALL PROPERTY CORNERS UNLESS OTHERWISE NOTED. 2. ALL BEARINGS AND DISTANCES ARE p RECORDED AND MEASURED PER PM '- 51/9 UNLESS OTHERWISE NOTED. I O INDICATES SET REBAR w/ PLUG STAMPED, L4J IS 7627' OR UNLESS OTHERWISE NOTED. .� U RECORD DATA SHOWN PER PM 51/9. • INDICATES FD I- IP OPEN w/ NO TAG, UP 0.4' ACCEPTED AS CORNER PER PM 51/9. BPELSG-2016 Page 2 of 2 215.50' V I I 1