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cr24_1629CORNER RECORD City of PALM SPRINGS Brief Legal Description T45S, R.5E SECTION 6 CORNER TYPE Agency Index CR190133 Document Number 2024-1629 County of RIVERSIDE LOT 1 OF MB 61/1-2 N. 0 Government Corner Q Control Elevation 0 Meander 0 Property Units ❑ Metric 0 U.S. Survey Foot 0 Rancho 0 Other Horizontal Datum Zone Epoch Date Date of Survey January 15, 2019 Vertical Datum ❑ Complies with Public Resources Code §§8801-8819 Complies with Public Resources Code §§8890-8902 , California COORDINATES (Optional) E. PLS Act Ref.: N 8765(d) E18771 0 8773 ® Other: Corner/ ❑X Left as found Monument: ❑ Found and tagged ❑ Established i ❑X Reestablished ❑ Rebuilt ❑ Referenced ❑ Pre -Construction ❑ Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed ❑✓ See sheet #2 for description(s): �S�10 ND SURD SURVEYOR'S STATEMENT 0� This Corner Record was prepared by me or under my direction in conformance with PHILLIP K. FOMOTOR the Professional Land Surveyors' Act on January 15, 2019 No. 7070 Signed P.L.S. or5R"E. No. 7070 OF Cr��-�F° COUNTY SURVEYOR'S STATEMENT This Corner Record was received ---I;J vl U r' and examined and filed Signed g�-a,)-a'- Title CQU '�nu,rVtAA0y- County Surveyor's Comment P.L.S. or �f. No. 154M BPELSG-2016 Page 1 of2 LJUGUftleflC NUrTIDer LU44- I qLy Inaex uK'ivu'i66 N89'48'40"W 1542.02' n N89'46'49"W 1542.09' v1471.02' [(71.00')] (1471.09') M&R < > 0) U � J � ®Q N] U N r—� 2 � J Q� w N N J_ T- Q I w 04 L� Q o� W z z !W V SCALE 1 "= 80, 71' N N i2 N M N W N N r 0 z SURVEYOR'S NOTES coo l a0 O O r u 00 u m U) WESTERLY LINE OF CVCWD FLOOD CHANNEL R/W. 3 � 38' o rn O � u7 <. N U-) Lri o L0 z W C� N Z'r) 2' m Z u u L� 0) L=39.15' R=25.00' L=39.39' R=25.00' A=89`44'09" 2 < A=90°15'51" [L=39.16' R=25.00' m [L=39.38' R=25.00' A=89`44'36"] A=90' 15' 24"] 38, N89'59'31 "E 200.08: S [N89°59'58"E 200.00] � 4 N89 448'40"W 296.14' [N89"47'58"W 296.14'] NORTH LINE OF THE SOUTH HALF OF THE SW COR. SEC. 6. N89'59'03"W 250.08' [N89°59'58"E 250.00] LOT 1 MB 61/1-2 in in LO 359.08' [359.00'] N89°59'31 "E 1147.81' <N89°50'46"W 1147.77'> E. VISTA CHINO Q INDICATES SET 1" IRON PIPE WITH PLUG STAMPED LS7070. FLUSH. ■ INDICATES FOUND MONUMENT AS NOTED [ ] INDICATES RECORD DATA PER MB 61/1-2. ( INDICATES RECORD DATA PER MB 110/48-49. < > INDICATES RECORD DATA PER MB 381/59-67. BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE WESTERLY R/W LINE OF EXECUTIVE DRIVE, BEING NOO'15'22"E PER MB 61/1-2. MONUMENT NOTES 1❑ FD. 1 1/4" I.P. WITH TAG PER MB 110/48-49. DOWN 0.8' TAG ILLEGIBLE. ACCEPTED AS THE SOUTH 1/16 COR. SEC. 6. 2❑ FD. 3/4" I.P. WITH TAG PER MB 61 /1-2. TAG ILLEGIBLE DOWN 0.2'. ACCEPTED AS THE INTERSECTION OF THE NORTH LINE OF THE SOUTH HALF OF THE SW COR. SEC 6 AND THE WESTERLY R/W OF A CVCWD FLOOD CHANNEL. 7 788.7 ' S.N.F. ❑3 FD. 3/4" I.P. PER MB 61 /1-2. NO TAG UP 0.2'. ACCEPTED AS THE POINT ON THE WESTERLY R/W OF EXECUTIVE DRIVE 400' NORTHERLY OF LOT 1. ® FD. 3/4" I.P. WITH TAG PER MB 61/1-2. TAG ILLEGIBLE DOWN 0.4'. ACCEPTED AS THE SOUTHEASTERLY COR. LOT 1. 50 FD. 3/4" I.P. WITH TAG PER MB 61/1-2. MONUMENT BENT (SHOT BASE) AND DOWN 1', TAG ILLEGIBLE. ACCEPTED AS THE SOUTHERLY CORNERS LOT 1. REPLACED WITH 1" I.P. PLUG LS7070 FLUSH. © FD. 3/4" I.P. DOWN 0.3' IN MONUMENT WELL PER CR 13-0372. NO TAG. ACCEPTED AS THE INTERSECTION VISTA CHINO AND GENE AUTRY. 7❑ FD. 1 1 /4" BRASS DISK STAMPED "RCE 26401" PER MB 381/59-67. DOWN 0.5' IN MONUMENT WELL. ACCEPTED AS THE INTERSECTION OF VISTA CHINO AND GREEN WAY. BPELSG-2016 Page 2 of 2