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cr23_1470CORNER RECORD Agency Index CR230972 Document Number )-Od 3— ILI70 _ City of DESERT HOT SPRINGS County of RIVERSIDE , California Brief Legal Description LOTS 85 THRU 87 AND 151 THRU 157 OF MIRACLE HEIGHTS UNIT 1 MB 29157-59 32 X T.2S. R.5E., SBM CORNER TYPE ❑ Government Corner ❑ Control ❑ Meander ® Property ❑ Rancho ❑ Other Date of Survey JULY 6, 2023 N. Elevation COORDINATES (Optional) E. Units ❑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 PLS Act Ref.: ❑ 8765(d) ❑X 8771 ❑ 8773 ❑ Other. Corner/ ® Left as found ❑ Established ❑ Rebuilt ❑ Pre -Construction Monument: ® Found and tagged ® Reestablished ❑ Referenced ❑ Post -Construction Narrative of corner 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 JULY 11 ,2023 Signed �c� P.L.S. or+�-E.-E­ No. COUNTY SURVEYOR'S STATMENT This Corner Record was received December 27, 2023 and examined and filed Signed P.L.S. or R.C.E. No. Title Riverside County Surveyor County Surveyors Comment 8549 8488 �p.L LA IyQ DZ T S TG,�G'QG Q C� rr a. PLS No. 8549 9TFOF cpL1FOQ- BPELSG-2016 Paqe 1 of 2 Document Number -;tP3-14 7o Agency Index CR230972 - PER CR 09-0668 o0 'ly° Zg� �pE Fi .� �35ro°per C8J �� G9 N69° 48' 57"E (R) 90 b ch 25' 116.00' NOW 01' 30"E n ti to oliNIa IRTW w O J ch Q co Lo D) co co 89 cn �- S00° 01' 30"W 116.00' 88 CD tJ_S00' 01' 30"W 116.00' m O m q co PER CR 09-0670 PER CR 09-0669 � -' ° 3l4 15 Qp' f 1 p 570° 57' 11 "W� ) 580 01' 42"W (R) 25' 7 15O Clrl- I 122.00' N00° 01' 30"E ca 1 r o O � o 122.00' NOW 01' 30"E 1 � c � 53 122.00' 87 116.00' O 8s S00° 01' 30"W 125' io 116.00' M � RE FD 28X2 7304 154 � 122.00' N00° 01' 30"E NOW 01'30"E %_y-j o 122.00' to�j- N00° 01' 30"E q 15s ' 122.00' _j N00° 01' 30"E 122.00' ` N00° 01' 30"E 0 152 O 1 Oi CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT C1 3°41'15" 500.00' 32.18' 16.10' C2 69°47'27" 20.00' 24.36' 13.95' C3 0°20'08° 530.00' 3.10' 1.55' C4 12°36'10" 470.00' 103.38' 51.90' C5 7°52'22" 470.00' 64.58' 32.34' C6 109°04'19" 20.00' 38.07' 28.08' C7 12°55'27" 470.00' 106.02' 53.24' CB 0°21'01" 470.00' 2.87' 1.43' C9 12°08'11" 530.00' 112.26' 56.35' C10 69°47'27" 20.00' 24.36' 13.95' C11 90°04'10" 20.00' 31.44' 20.02' its I c� HERMAIV�E� PER CR 09-0072 0 ch Go Be LINE TABLE Ln LINE BEARING DISTANCE L1 N00°05'40"E 82.66' L2 S89°58'30"E 44.98' L3 S00°05'40"W 37.60' L4 N89°56'30"W 43.46' NO REF. � N 5 C3 C4 � � S82° 01556"�� Cr �` 69 � 8 C5 FER CR 09-0617 r PER CR 09-0676 4,200 R 00 � 1 �. 28 32" PER CR 09-0676 L1 HIDALGO STREET BASIS OF BEARING'S THE CENTERLINE OF ARENA BLANCH BEING (N89°58'30"W) PER MB 29/57-59 NOTE: ALL -BEARINGS AND DISTANCES ARE RECORD AND MEASURED PER MB 151/88-93 •" INDICATES FOUND SPIKE AND WASHER TAGGED LS 7564 PER CORNER RECORD NOTED. O INDICATES SET 1" IRON PIPE WITH PLASTIC PLUG, P.L.S. 8549 UNLESS OTHERWISE NOTED. ❑ INDICATES FOUND 2X2, SET TAG PLS 8549, UNLESS OTHERWISE NOTED ❑. INDICATES FOUND 2X2 TAGGED RE 9876 NO REFERENCE, ACCEPTED AS PROPERTY CORNER a❑ INDICATES FOUND 2X2 TAGGED RCE 3256 NO REFERENCE, ACCEPTED AS PROPERTY CORNER A INDICATES SET 1" IRON PIPE WITH PLASTIC PLUG, P.L.S. (2' OFFSET NORTH) BPELSCr2076 Page 2 of 2