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cr25_0497
CORNER RECORD Agency Index CR 190247 Document Number ' C)q i- City of RIVERSIDE County of RIVERSIDE , California Brief Legal Description PORTION LOT 6, BLOCK 9, MB 11/20-21 S.B. CO., SEC. 20, T.3S.. R.5W, SBM CORNER TYPE COORDINATES (Optional) N. E. ❑ Government Corner ❑ Control Elevation X ❑ Meander Q Property Units ❑ Metric ❑ U.S. Survey Foot ❑ Rancho ❑ Other Horizontal Datum Zone Epoch Date Date of Survey August 22, 2018 Vertical Datum ❑ Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref.: © 8765(d) ❑ 8771 ❑ 8773 ❑ Other: Corner/ © Left as found ❑ Established ❑ Rebuilt ❑ Pre -Construction Monument: ❑ Found and tagged ❑ Reestablished ❑ Referenced ❑ Post -Construction Narrative of comer identified and monument as found, set, reset, replaced, or removed: ® 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 Land Surveyors' Act on November 1. 2018 Signed ' P.L.S. or 140999W 5174 COUNTY SURVEYOR'S STATEMENT This Corner Record was received 04/17/25 and examined and filed Signed P.L.S. orft-e. . No. 8488 Title County Surveyor County Surveyor's Comment F. NO. 5174 EXP. 6-30-2021 `a�p,L LAND, o4 No.8488 70 * Exp.12-31-26 s OF CA0_0� BPELSG-2016 Page 1 of2 ....-+,-YT— _.. 1 /3 /1 menc Numoer e/ /1 I ^AA I— Vf\ I.7VL�F/ SCALE: 1" = 200' SURVEYOR'S NOTES BASIS OF BEARINGS /S THE SOUTH LINE OF THAT PORTION OF LOT 6, BLOCK 9, MB 11120-21 BEING S 41 ° 22' W, PER CR 01-114. DUFFERIN AVENUE FD. 1" I.P. & TAG LS 4055, FLUSH PER CR 89-363 $� CR 01-114 BLOCK 9 I W uj ARLINGTON HEIGHTS • INDICATES FOUND 1 " IRON PIPE TAGGED MB 11 / 20-21 S.B. CO. ' Z LS 5174, FLUSH, PER CR 01-114 UNLESS I 0 OTHERWISE NOTED. f/) ( )INDICATES RECORD AND MEASURED FD. SCREW & TAG LS 5174ON METAL LID OF STAND PER CR 01-114. PIPE PER CR 01-114 -� i Z (N 33°58'05"W 92.15') -<� DN. 1.0' DN. 0.4' (N 82°53'05"W 168.41') (N 61 °32'05"W 56.00') (N 49°34'05"W 177.50') (N 34°17'05"W 311.15') (N 25°26'54"W 242.72') FD. 3/4" I.P. & TAG LS 5174, DN 0.6', PER CR 01-114 — (N 55°59'54"E 641.05') DN.0.2' PORTION LOT 6 RS 10 / 66 �- FD. 3/4" I.P. & TAG LS 5174, DN.1.5', PER CR 01-114 Gv- 40' 0N.1 .q --\ 41�22,00 E 490 6$'1 kN 532 0's IN 41qrQa`t AL GAGE BAN BPELSG-2016 Page 2 of 2