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cr24_0668CORNER RECORD Agency Index CR210889 Document Number ,zoaq - o4,& ov City of THOUSAND PALMS County of RIVERSIDE , California Brief Legal Description LOT 19 MB 24/31 CORNER TYPE COORDINATES (Optional) E Government Corner ❑ Control N. E. Elevation ❑ Meander ❑X Property Units Metric ❑X U.S. Survey Foot —�� ❑ Rancho ❑ Other Horizontal Datum Zone Epoch Date Date of Survey January 7, 2020 Vertical Datum T.5S, R.7E SECTION 31 ❑ 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): �_A ND Stj�L� L SURVEYOR'S STATEMENT Op This Corner Record was prepared by me or under my direction in conformance with PHILLIP K. FOMOTOR the Professional Land Surveyors: Act on March 2. 2020 No. 7070 Signed vlk;�f_P.L-S- or.F�eE. No. 7070 T p 111117 F OF GAL�F COUNTY SURVEYOR'S STATEMENT This Corner Record was received February 29, 2024 and examined and filed 3 �� Signed P.L.S. or R.C.E. No. 8488 ��►,1 +4f�l�� Title Riverside County Surveyor �o,�a��,.MC n � t County Surveyor's Comment 0 0 $ X cc a. 0�P.12- 1.24 q' S BPELSG-2016 Page 1 of 2 -%_-%. " i 4 uocument IVUmDer Agency Inaex L KL-IUtSt5u 1 N89'37' 16"E 318.34' 1 n (N89'38'05"E 318.54') [(1 2.54')] r� to m= (0 00 z z RE-ESTABLISHED BY SINGLE PROPORTION. BASIS OF BEARINGS 0 O 0 M 00 130.80' (131.00') RE-ESTABLISHED AT RECORD DISTANCE FROM DATE GARDEN o DRIVE PER MB23/74. o (25') I M&R co N tD r 0)W rn N89'37'58"E 25.00' rn o ILo ro iz 0 N89'37'58"E 131.00' oO Oz 1. m (N89'38'05"E 131.00') `-' J rn W LOT 19 o 0 c=n 000 MB 24/31 . q q. 3 0)0 N89'38'06"E 131.04' io Lo a (N89'38'05"E 131.00') 3 m o 6 o 00 co L=31.32' R=20.00' in iA z >rn 0=89'43'31" = cO Nca z (L=31.31' R=20.00' ,^-, � o o A=89'42'20" 25' I m z LL rn N89'39'16"E 111.40' O F_: (S89'38'05"W 111.10') V) cr W m m O 5 m (156.00') 66929' (n 66�') _156.33' N89'39'16"E 825.62' (S89'38'05"W 825.72 ) RAMON ROAD C 6 THE BEARINGS SHOWN HEREON ARE BASED 3❑ ON THE BEARING NO'04'15"W BEING THE CENTERLINE OF SHELTER DRIVE PER MB 24/31. SURVEYOR'S NOTES O INDICATES SET 1" IRON PIPE WITH PLASTIC PLUG STAMPED LS7070. FLUSH. 5❑ INDICATES FOUND MONUMENT AS NOTED INDICATES RECORD DATA PER MB 24/31. ❑ INDICATES RECORD DATA PER MB 23/74. ❑ FD. 3/4" I.P. PER MB 23/74. DOWN 1.0'. NO,TAG. ACCEPTED AS THE INTERSECTION OF THE 'CENTERLINE OF DATE GARDEN DRIVE.& TRACT BOUNDARY OF MB24/31. 0 FD. 3/4" I.P. PER MB 24/31. DOWN 0.3'. Na TAG. ACCEPTED AS THE CENTERLINE OF SHELTER` DRIVE & THE PROLONGATION OF THE NORTH LINE OF LOT 24. FD. 2"X2" HUB FLUSH PER MB 24/31. ACCEPTED AS THE SE COR. LOT 19. REPLACED WITH 1" I.P. PLUG TAGGED LS 7070 FLUSH. FD. 1 " I.P. WITH MAG NAIL FLUSH PER CR13-365. NO TAG. ACCEPTED AS THE INTERSECTION OF RAMON ROAD AND THE TRACT BOUNDARY PER MB 23/74. FD. 1 1/2" COPPERWELD STAMPED RIV. CO. SUR. FLUSH PER CR13-365 ACCEPTED AS THE INTERSECTION OF RAMON ROAD AND SHELTER DRIVE. FD. 1 1/2" COPPERWELD STAMPED RIV. CO. SUR. FLUSH PER CR13-365 ACCEPTED AS THE S 1 /4 SEC. 18. L IJ NORTH 0 60' 120' SCALE 1 "= 60' BPELSG-2016 Page 2 of2