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cr20_0437CORNER RECORD Agencylndex Document Number City of PALM SPRINGS Brief Legal Description CR190599 2020 - 04-W County of RIVERSIDE California LOT 24 M.B. 19/24, SW 1/4, TAS.. RAE.. S.B.M. CORNER TYPE ri Government Corner M Control Meander ®X Property Rancho r7 Other X N. Elevation COORDINATES (Optional) E. Units rl Metric rl U.S. Survey Foot Horizontal Datum Zone Epoch Date Date of Survey October 10, 2019 Vertical Datum ❑ Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref.: 8765(d) ® 8771 ❑ 8773 ❑ Other: Corner/ M Left as found ❑ Established ❑ Rebuilt ❑ Pre -Construction Monument: ❑X 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): 1 -FD. V I.Y. W/`1'AG "PLS 4989", FLUSH, PER R.S. 133/6, ACCEPTED AS C/L INT. 2 -FD. 3/4" I.P. W/TAG "LS 4146", DN 0.4', PER R.S. 133/6, ACCEPTED AS C/L INT. SAN GORGONIO TRAIL AND E'LY LINE LOT O. 3 -FD. 1 1/4" I.P. OPEN, NO ID, UP 0.1', IN LIEU OF 2X2 HUB PER M.B. 19/24, ACCEPTED AS LOT CORNER. AFFIXED TAG "PLS 4989". 4 -FD. DETERIORATED 2X2 HUB W/TAG "RCE 8630", DN 01, PER M.B. 19/24, REPLACED WITH 1" I.P. W/TAG "PLS 4989", FLUSH. 5 -FD. 1 1/4" I.P., OPEN, NO ID, DN 0.7', IN LIEU OF 2X2 HUB PER M.B. 19/24, ACCEPTED AS SE COR. LOT 24. AFFIXED TAG "PLS 4989". SURVEYOR'S STATEMENT ONW LANO S'G This Corner Record was prepared by me or under my direction in conformance CHARLES R. HARRIS with the Professional Land Surveyors' Act onFebruary 10. 2020 Signed %&k HR,rr' No. 4989 s- P.L.S. No. 4989 sem * grFOF Cpl-\F� COUNTY SURVEYOR'S STATEMENT This Corner Record was received ZV /&/Zozo and examined and filed Signed P.L.S. or . No. x01`2 Title County Surveyor's Comment BPELSG-2016 Page 1 of 2 n A —,q Document Number ZOL.C)' u t'J I Agency Index C:R190599 N BASIS OF BEARINGS a o z o a N a FRANCISCO PATENCIO ROAD n D D fn (N 00'21'04" W 240.00') R2 4� m rn m (N 00'17'54" W 240.00') Rt&M (A cn (A (A _ �` eo 0o n co 0 76.71 (163.29') R1&M ' n n n Oc �oAO n C R1&M o CA 0 0 0 o 0 C I o p m 160.00' C� D > Z C w (160.00') R2 w —i D I� w D N N N tJ c -4 _� 07000 J -9 '"Cl fYl � J P M m -zi 0000 >(_ r n1 U. o z i;i 6 z a 6; p. 1 C t w ecJ14L4 6 D N ro cn to IN coA p �� NI x .p O) Q N N A fTl z 20' 20' z (N 00'21'00" W cn 200.00°) R2 0 in 1 N 04' 17'24" W x 200.00' —. a N 2 1 za Z ViZq IR ca z a{ �w o G) S NI r I��� o + 0 a O t�"-p " z �! P1 rn w 0) Lncull cn Z z N �E. >kyN M r o mo A r p N� N 09 CA W IN r NI .. rF) N � i N I z 4— --a o LOT O - (N 00'03'46" E 240.00'} Rt&M U) (NORTH 240.00') R2 ARMAGOSA ROAD N BPELSG-2016 Page 2 of 2