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cr24_0431
CORNER RECORD Agency I ndex CR240099 Document Number 2024-0431 City of DESERT HOT SPRINGS County of RIVERSIDE Brief Leqal Description PARCEL 30 OF RS 20/14 , California CORNER TYPE COORDINATES (Optional) N. E. X Government Comer 11 Control Elevation ❑ Meander Q Property Units Metric Q U.S. Survey Foot Rancho Other Horizontal Datum Zone Epoch Date Date of Survey May 23, 2023 Vertical Datum ❑ T.3S, R.4E SECTION 12 Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref.: ❑X 8765(d) 118771 ❑ 8773 Other: Corner/ © Left as found Z 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): � D ND SURD SURVEYOR'S STATEMENT u0 O� This Corner Record was prepared by me or under my direction in conformance with PHILLIP K. FOMOTOR the Professional Land Surveyors' Act on January 12. 2024 No. 7070 Signed P.L s. or�. No 7070 ;P �s 9TE OF cp,�-�Fa4 COUNTY SURVEYOR'S STATEMENT This Corner Record was received February 8, 2024 and examined and filed Signed P.L.S. or R. .E. No. Title Riverside County Surveyor County Surveyor's Comment 8488 BPELSG-2016 Page 102 nnnA nAn� VVI.UIIICIII IVUIIIUCI /-1L1CI IL.y IIIUCR VRL`tVV.7J MAPLE ROAD 1/2" I.P. DOWN 0.2' PER CR14-0220. FD 2"X2" REDWOOD STAKE DOWN 0.1' PER RS20/14. 0.17' REPLACED WITH 1 " I.P. TAG LS7070 FLUSH. N89'38'40"E 329.95' (N89-37'38"E 329.99') } 299.94' (299.98')CALC'D I FD. 3/4" I.P. PLUG LS8946 J ` j (30.01')M&CALC'D UP 0.1' NO REF, ACCEPTED AS THE NE COR. PARCEL 30 PER RS20/14. p _I I �Q :-. U PARCEL 30 M t N N R820/14 .. N ry w w r- r- SCALE 1= , 80 W W 000 N a N N N MM p O to co O O OM O O W W O O N O O _ N O �Irn U z z v °0 Z r-.: cp N 11 N 00 Z Z FD. 3/4" I.P. OPEN UP 0.4' NO v Z REF. ACCEPTED AS THE SE COR. O PARCEL 30 PER RS20/14. SET OTAG LS7070. I U L m N89'43'00"E 300.17' E W I� 30' (N89'43'00"E 300.11')CALC'DL Q �Z 1980.74' o DILLON ROAD (17TH AVENUE) o 330.04' > a a J &1980.64') BASIS OF — 330.21' (330.11') �� BEARINGS: N89'43'00"E 2640.99' (N89'43'E 2640.86') (330.11'),..' FD. 1/2"I.P. DOWN 1.3' PER FOUND 1" I.P. WITH ILLEGIBLE TAG RS 127 . ACCEPTED AS DOWN 0.3' PER CR21-0042. ACCEPTED THE THE C1/4 SEC. 12.2. AS THE W1/4 COR. SEC. 12. SURVEYOR'S NOTES p INDICATES SET 1" IRON PIPE WITH PLUG STAMPED LS7070. FLUSH. ■ INDICATES FOUND MONUMENT AS NOTED INDICATES SET GEAR SPIKE AND WASHER STAMPED LS7070 FLUSH. INDICATES RECORD DATA PER RS20/14. BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING N89'43'00"E BEING THE CENTERLINE OF DILLON ROAD(17TH AVE) PER RS20/14. BPELSG-2016 Page 2 of 2