Loading...
cr23_1582CORNER RECORD Agency Index CR230439 Document Number 3— /7d02_ City of PALM SPRINGS County of RIVERSIDE , California Brief Legal Description LOT 10 M.B. 19/24, SW 1/4 SEC. 25, T.4S., RAE., S.B.M. CORNER TYPE ® Government Corner ® Control ® Meander ®X Property ® Rancho ® Other _Date of Survey October 20. 2021_ 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 0 Complies with Public Resources Code §§8890-8902 PLS Act Ref.: ®X 8766(d) 08771 © 8773 © Other: Corner/ ❑X Left as found FEstablished ❑ Rebuilt ® Pre -Construction Monument: ❑ Found and tagged 0 Reestablished ❑ Referenced ElPost-Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: ❑ See sheet #2 for description(s): 1-FD, GEAR SPIKE & WASHER STAMPED "PLS 4989", FLUSH, PER CORNER RECORD 2021-0582, ACCEPTED AS 30' OFFSET TO CIL INT, LAHONTAN ROAD & CATALPA TRAIL. 2-FD. GEAR SPIKE & WASHER STAMPED "PLS 4989", FLUSH, PER CORNER RECORD 2021-0582, ACCEPTED AS CIL INT. SAN FELIPE ROAD & CATALPA TRAIL, 3-FD, 1" I.P, W/PLASTIC PLUG "PLS 4989", FLUSH, PER CORNER RECORD 2023-0063, ACCEPTED AS NW COR. LOT 9. 4-FD. 1" I.P. W/PLASTIC PLUG "PLS 4989", FLUSH, PER CORNER RECORD 2023-0063, ACCEPTED AS SW COR. LOT S. 5-FD, 1" I.P. W/PLASTIC PLUG "PLS 4989", FLUSH, PER CORNER RECORD 2023-0063. ACCEPTED AS SW COR. LOT 10. 6-FD. 1" I.P. W/PLASTIC PLUG "PLS 4989", FLUSH, PER CORNER RECORD 2023-0063, ACCEPTED AS NE COR LOT 10. 7-FD. 1" I,P. W/TAG "PLS 4989", FLUSH, PER RS 133/6 & CORNER RECORD 2021-0582, ACCEPTED AS 30' OFFSET TO CIL INT. LAHONTAN ROAD & SHOSHONEAN TRAIL. 8-FD, GEAR SPIKE & WASKER STAMPED "PLS 4989", FLUSH, PER CORNER RECORD 2021-0582, ACCEPTED AS CIL INT, SAN FELIPE ROAD & SHOSHONEAN TRAIL. 9-FD. DETERIORATED 3/4" I.P. W/NAIL & TAG RCE "13151 ", FLUSH, NO REFERENCE. ACCEPTED AS PROPERTY COR. LOT 10, REPLACED WITH 1" LP, W/PLASTIC PLUG "PLS 4989". SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with the ProfessioXTI nd Survey, rs' Act Signed April 12, 2023 P.L.S. No. 4989 COUNTY SURVEYOR'S STATEMENT This Corner Record was received April 17, 2023 and examined and filed 08/09/2023 Signed %_ f P,L.S. or QP@*W No. 8488 Title RIVERSIDE COUNTY SURVEYOR County Surveyor's Comment CHARLES R. HARRIS NO. 4989 1 OF CAL-* // BPELSG-2016 Page 1 of2 THE BASIS OF BEARINGS FOR THIS SURVEY IS THE C/L OF SHOSHONEAN TRAIL BEING N 89'59'24" E PER CORNER RECORD 2021-0582 CATALPA TRAIL T ! _ (N 89'53'00" W 488.40') R'I N 89'50'16° W 4H8.36' R&M l 0.00' RIR r � V LOT 7 LOT 8� LOT 9 30' Ian a Il O 2 30' `° °� O X cc�v' a o� t144,49'] R1 4 (150.00') R1 (i37.50') RZn�?40. f IM r 137.51' d U x 3j a. N 89'50'16, W 427.95' o (N Fri-3;'00" W 427.99') R'1 oM 3� J I= o W Tp q 0- W 4 9 Q LL It7 t!7 J as LOT 12 LOT 11 . LOT 10 « pg Q ZI aV M.B. 19 24 (117.32) R1 117.32' �30.00' R&M in � e - N 89759'24" E 487,46' R&M' I (N 89'55'00" E 0$7.54') R I SHOSHONEAN TRAIL BASIS OF BEARINGS NOTES: 40 INDICATES FOUND MONUMENT AS NOTED ON REVERSE. ()R1 INDICATES RECORD DATA PER M.B. 19/24, CURVE DATA NO. DELTA RADIUS LENGTH Cl 90'32'25" 20.00 31.60 90,30,00" 20.00' 31.59 R1 R&M INDICATES RECORD & MEASURED DATA PER CORNER RECORD 2021-0582 .1Q. NOT TO SCALE J.N. 1765,008 a 0 (7 W m