Loading...
cr25_0600CORNER RECORD Agency Index CR240672 Document Number Dv City of LA QUINTA County of RIVERSIDE , California Brief Legal Description EASTERLY SIDE OF LOT 38 OF TRACT NO 3455 PER MB 58/30-31 x CORNER TYPE Government Corner Q Control QMeander 0 Property Rancho Q Other Date of Survey July 22, 2024 T.4S, R.4E SECTION 3 PLS Act Ref.: 8765(d) Corner/ © Left as found Monument: Found and tagged N. Elevation COORDINATES (Optional) E. Units Q Metric Q 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 8771 8773 © Established Rebuilt Reestablished Referenced Narrative of corner identified and monument as found, set, reset, replaced, or removed: ❑✓ See sheet #2 for description(s): SURVEYOR'S STATEMENT Other: Pre -Construction ElPost -Construction r This Corner Record was prepared by me or under my direction in conformance with UK.FOMOTORthe Professional Land Surveyors' Act on Auoust 27 2024 Signed P.L,S. or�. No. 7070OF C� COUNTY SURVEYOR'S STATEMENT This Corner Record was received 04/30/25 and examined and filed Signed P.L.S. or R-C—.&. No. 8488 Title County Surveyor County Surveyor's Comment LAN�sG M 0 °- ❑ 1o.8488 M * Exp.12-31-26 ,lyq OF CCAILN OV BPELSG-2016 Page 1 of 2 Document Number r 3 r CD ;^ O � io . Ln co 60 G 4 O O 00 OO OO O �n t0 0I F,r ca co II J ^w O.s d M W O O N I I w� SCALE 1 "= 40' 0 S.N.F. 0U �Aqency Index CR240672 YORBA ROAD N89'38'33"W 390.08' (N89'38'W 389.89') O V) N89'38'33"W 340.09' (N89'39'W 389.89') 260.04' (259. 99') 80.05' (80.00') L=31.42' R=20.00' A=90'00'33" it o (L=31.42' R=20.00' A=90'00'00") O o O O W w LOT 10 - o MB 20/72-73 N N O O z z 260.04 [259.89'] 100.06' (100.00') N89'37'45"W 360.09' [N89'37'46"W 389.89'] o r, 00 o O co co O O w O z0 O y N 1 N LOT 9 0 MB 20/72-73 OD O f O L=31.42' R=20.00' 00 A=90'01 ' 19" (L=31.42' R=20.00' -\ A=90'00'00") I O O 0 to 30' W 30' O O N N O z N Qa0 0 w x Q O O z N Q O z 6 z m W O V) Q m -� N89'36'41 "W 340.10' [N89'38'W 339.89'] 0w 0 ad'0 0 v PICO ROAD N89.36'41 "W 390.11' (N89'38'W 389.89.) 2 SURVEYOR'S NOTES MONUMENT NOTES O INDICATES SET 1" IRON PIPE WITH PLUG FD. 3/4" I.P. WITH TAG LS STAMPED LS7070. FLUSH. 1461 IN LIEU OF TAG LS INDICATES FOUND MONUMENT AS NOTED 4152 PER CR 90/258. FD. 0 INDICATES SET 1" IRON PIPE WITH PLUG DOWN 0.4' IN WELL. STAMPED LS7070 IN EXISTING WELL. 12 FD. 3/4" I.P. IN WELL PER ( ) INDICATES RECORD DATA PER MB 20/72-73 CR 90/258. FD. DOWN 0.7' IN WELL AND OPEN. ] INDICATES CALC'D DATA PER MB 20/72-73 �- FD. 3/4" I.P. PER MB BASIS OF BEARINGS 3 20/72-73. TAG ILLEGIBLE. THE BEARINGS SHOWN HEREON ARE BASED ON DOWN 0.6' IN WELL. THE BEARING N00'22'00"E BEING THE CENTERLINE OF DE ANZA ROAD PER MB 20/72-73. FE_JN21051 BPELSG-2016 Page 2 of 2