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cr22_0763CORNER RECORD Agencylndex CR 211418 Document Number 2022-0763 City of Desert Hot Sprinqs County of Riverside , California Brief Legal Description Lts 22-24, 40-44, & a port. of Lt 39, MB 32/21-23, incl, SEC. 33. T2S. R5E SBM CORNER TYPE COORDINATES (Optional) k 0 Government Corner 0 Control N. E. Elevation 313 ElMeander Q Property Units ❑ Metric ❑ U.S. Survey Foot I ❑ Rancho ❑ Other X Horizontal Datum Zone Epoch Date I Date of Survey January 30, 2021 Vertical Datum ❑ Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref.: 8765(d) 8771 11 8773 ❑ Other: Corner/ ❑X Left as found ❑ Established ❑ Rebuilt ® Pre -Construction Monument: ❑ Found and tagged ❑X Reestablished ❑ Referenced Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: ❑✓ See sheet #2 for description(s): All found and set monuments are as shown on page 2. SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with the Professional Land Surveyors' Act on August 12, 2021 Signed A a- P.L.S. or R.C.E. No. P.L.S. 6532 COUNTY SURVEYOR'S STATEMENT This Corner Record was received 01/19/2022 and examined and filed 12/20/2022 Signed `l��_� - _ P.L.S. or R.C.E. No Title RIVERSIDE COUNTY SURVEYOR County Surveyor's Comment BPELSG-2016 Page lo/2 III III a,l,AND J v J L.S. 6532 Exp. 6/30/23 X11 �E�/III j L, .Q cz� No. 8488 Exp. 12-31-24 -0F CALF DOCUMENT NUMBER: 2022-0763 AGENCY INDEX: CR CR211418 A n 495.00 • LEGEND TAN -S-'41 C1 495A0 188.30 21'4743 L C2 2R.00 29.47 1� 18.14 02 20.00 • INDICATES FOUND MONUMENT, AS NOTED r8-4-2543 18.14 C3 20.00 ESTABLISHED BY 94'()()36- O INDICATES SET 1' I.P. W/BRASS TAG C3 20.00 (32.8l') 54'00 3621-45 SINGLE PROPORTION ` STAMPED L.S. 6532, FLUSH 274.30 2172 59 138.77 C4 33 29 \ ❑ INDICATES SET NAIL & TAG STAMPED Q 735.00 z 04'28'20' (589'54'20"E) C5 735.00(5Z'30)- L.S. 6532, FLUSH, IN TOP OF WALL 04'28 00 -' 226.85 S89'51'45 "E 12'08 33 24.13 C7 615.04 € o 51.35 C8 615.00 SET NAIL & TAG ED 41'5957 10.73 C9 615.00 (101,19') (� L.S.IC6 32, FLUSH, IN WALL FOATES OTING 3 0 U 22'3418 34 28 r ) INDICATES RECORD DATA PER MAP OF 615.92 co C10 615.00 C DESERT HOT SPRINGS HIGHLANDS UNIT W °5 r< Ln n o jd NO. 2, M.B. 32/21-23, INCLUSIVE, rr w w € � CO opR1N a p ! O.R. COUNTY OF RIVERSIDE OIL CENTERLINE Z 35 pfGcl S�R� �Dg Urn �� , 9� PP POWER POLE OD rl Q o o ` �lC'li6 3i�x1 23 27 H z z `� 00 Z 30' 36 N 26 O 6i ' 25 T& �� Q 37 l p'. _ 24 h1 10 89 `� r EX. PP AT PROP. CORN 23 r _ C6 40 �ti2• N89'47'07"W 50.22' 'Q p (N89'54'20"W 50.00') c� p� 1L� 41 Cy O 0 L=152.83' R=196.85' D=44'29'02" r V r4 g (L=153.14 R=196.85' D=44'34'20') 42 30 m +T 43 BASIS OF BEARINGS 44 Y �g T HE BASIS OF B H4iNGS FO R HIS iS SURIS mss$ 3 p 4 " ED ON THE SSHOWN CENTERLINE ON MAPOFI DA OSA, DESERT HOTSPRINGS AS4�r a v1� HIGHLANDS UNIT NO. 2, FILED IN BOOK 32, 4 S PAGES 21-23, INCLUSIVE, OF MAPS, O.R. �,4s Op, p� 29.s COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. 29.5. r S4. BEING. S 14'50'00 "W n 06 MONUMENT NOTES r� ❑A FD. GEAR SPIKE W/WASHER L.S. 7070, FLUSH, NO REFERENCE,RCC. AS W114 COR. SEC. 33, T2S., R.5E. S.6.M., AND CIL INTERSECTION. © FD. GEAR SPIKE W/WASHER L.S. 7564, FLUSH, PER C.R. 09-0842, ACC. AS B.C. CIL MONUMENT. © FD. GEAR SPIKE W/WASHER L.S. 7564, FLUSH, PER C.R. 09-0823, ACC. AS CIL INTERSECTION. D❑ FD. GEAR SPIKE W/WASHER L.S. 7564, FLUSH, PER C.R. 09-0824, ACC. AS CIL INTERSECTION. ❑E FD. GEAR SPIKE W/WASHER L.S. 7564, FLUSH, PER C.R. 09-0839, ACC. AS P.R.C. CIL MONUMENT. ❑F FD. GEAR SPIKE W/WASHER L.S. 7564, FLUSH, PER C.R. 09-0840, ACC. AS E.C. CIL MONUMENT. © FD. GEAR SPIKE W/WASHER L.S. 7564, FLUSH, PER C.R. 09-0840, ACC. AS CIL INTERSECTION. Cl 495.00 ?88.32 21'4752 TAN -S-'41 C1 495A0 188.30 21'4743 C2 2R.00 29.47 84'25 43 18.14 02 20.00 25.47 r8-4-2543 18.14 C3 20.00 32.82 94'()()36- 21.45 C3 20.00 (32.8l') 54'00 3621-45 C4 735.00 274.30 2172 59 138.77 C4 735.00 273.97 21'2124 C5 735.00 57.37 04'28'20' 28.70 C5 735.00(5Z'30)- 57.30 04'28 00 C6 226.85 48.08 12'08 33 24.13 C7 615.04 102.46 09'32'44" 51.35 C8 615.00 21.45 41'5957 10.73 C9 615.00 242.28 22'3418 122.73 C9 615.00 242.28 22'3418 C1 O 615.00 615.92 57"2252-335.57 C10 615.00 615.92 572257 Page 2 of 2 A.P.N. 644-142-001, 017, 019, 020 & 021 11