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cr25_0254CORNER RECORD Agency I ndex CR250006 Document Number 2_D- —�z S City of DESERT HOT SPRINGS County of RIVERSIDE , California Brief Legal Description LOTS 27, 28, 29. & 30 PER MB 19/66-67 x T.2S, R.5E SECTION 30 PLS Act Ref.: Corner/ Monument: CORNER TYPE ❑ Government Corner ❑ Control ri Meander © Property 0 Rancho ❑ Other Date of Survey June 24, 2024 © 8765(d) © Left as found Found and tagged 0 8771 © Established Reestablished N. Elevation Units COORDINATES (Optional) E. rl Metric © U.S. Survey Foot Horizontal Datum Zone Epoch Date Vertical Datum Complies with Public Resources Code §§8801-8819 Complies with Public Resources Code §§8890-8902 ❑ 8773 © Rebuilt ❑ Referenced Narrative of corner identified and monument as found, set, reset, replaced, or removed: �✓ See sheet #2 for description(s): SURVEYOR'S STATEMENT �� El Other: 11 Pre -Construction ❑ Post -Construction This Corner Record was prepared by me or under my direction in conformance with PHILLIPJFOR the Professional Land Surveyors' Act on January7 2024 NoSigned P_L.S. or,'`.No. 7070CFCA3F/f COUNTY SURVEYOR'S STATEMENT This Corner Record was received 02/10/25 and examined and filed 7,3 lAla-4 Signed P.L.S. or-R: . No. 8488 Title County Surveyor County Surveyor's Comment NAB LANps� M 0 rrLjf��� 0- No.8488 7° Exp. 12-31-26 9 OF CAO- 5 BPELSG-2016 Page 1 of 2 � rs 7 .0 _ rc7 CIS UUcurnenL ivumDUF ll�L' I H enC Inaex L HZODUUb FE_JN24051 SCALE 1 "= 80' NO'13'24"W 330.04' (NO'14'00"W 330.00') CACTUS DRIVE w ZLZo NO' 13'24"W 220.05' m (NO' 14'00" W 220.00') w w o c� a w- o J Z z 110.04'(110.02') 110.00'(109.98') 30' O azco N 3o z 40 l L=31.44' (LR=29.98')v L=31.39(L=30.02) In l - o J=20.00 o_ R=20.00' 0.0'43"9cv 0z" A=4oo- o A=895501� LL. 3 L U)-j � o f op fn m o o oQ p z00o�o � 16 via 1� r%� c� °' °�' vzi NO'13'36"W � rn o (m 0) 260.13' z w w W (NO'14'00"W N g g6' o F-�0 0 260.00') o LO LO ,� 130.07'(130.00') 130.05'(130.00') � W' z z o , , LOT 30 .-. ? W C .. o N� o o a� o MB 19/66-67 a, o I H y C00 LOT of a, rn -N mv � N N z Zv MB 19/66-67to 0, Q rn NO' 13'38V 290.13' w cD w w NO' 14'00"W 290.00' CALL' o, M M 130.08'(130.00') 130.06'(130.00') ,� LOT 28 ,1 � ao - ❑ p z z rn rn MB 19/66-67 rn 9.80' z z `" of � O J M w O» p p T z ^ Q E �� `�� °'0 9.99' 1 o�M JU N D LOT 27 NO'13'22"W 130.06' r ci c� a N a �z MB 19/66-67 (NO'14'00"W 130.00') rn cn __ O W v�-1 v NL=31.45' (L=29.98' _ L=31.38 � Z o m � �' R=20' b� o (L=30.02') R=20' O v a z Z I� �a A=90'05 35" c t q A=89'54'41" 30' 3 a o = 3 ;- Q U 40' 110.05'(109.98') 'v 110.09'(110.02') N Z o W NO' 14'00"W 220.14' y(l 318.15' 0 (NO'14'00"W 220.00') v 999.72' 318.20') 330.15' (330.00') (1000.0') BASIS OF BEARINGS: 0.30' 0.30' NO'14'00"W 2648.02' (NO'14'00"W 2648.20') FD 60D NAIL FLUSH. F6NAIL WEST DRIVE NO REF. SUBSEQUENTLY FLUSH. NO REF. BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING NO'14'00"W BEING THE CENTERLINE OF WEST DRIVE PER MB19/66-67. LINE TABLE BEARING DISTANCE (BEARING) (DISTANCE) L1 N89'51'19"E 1209.82' N89'50'E 1210.00' L2 N89'51'19"E 100.00' N89'50'E 100.00' DESTROYED BY CONSTRUCTION. SURVEYOR'S NOTES p INDICATES SET 1" IRON PIPE WITH PLUG STAMPED LS7070. FLUSH. 0 INDICATES SET NAIL AND TAG STAMPED LS7070 ON TOP OF CURB AT PROLONGATION OF SIDE LINES. INDICATES SET GEAR SPIKE WITH WASHER STAMPED LS7070. FLUSH. 9 INDICATES FOUND MONUMENT AS NOTED INDICATES RECORD DATA PER M1319/66-67. BPELSG-2016 Page 2 of 2