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cr24_1921CORNER RECORD Agency Index CR240403 Document Number 2024-1921 City of Palm Sprinqs County of Riverside , California Brief Legal Description T4S, R4E, SBM, SW 1 /4, SW 1 /4, NE 1 /4 Sec. 14, Gov Lot 159 CORNER TYPE COORDINATES (Optional) N. E. ❑X Government Corner ❑Control Elevation 14 X ❑ Meander ❑ Property Units ❑ Metric ❑J.S. Survey Foot ❑ Rancho ❑ Other Horizontal Datum Zone Epoch Date Date of Survey April 4, 2023 Vertical Datum [-]Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref.: ❑ 8765(d) 08771 ❑ 8773 ❑ Other: Corner/ deft as found Dstablished ❑ Rebuilt are -Construction Monument: �ound and tagged ❑reestablished El 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 S U Ust 1 2024 Signed P.L.S. or R.C.E. No. P.L.S. 8223 COUNTY SURVEYOR'S STATEMENT This Corner Record was received and examined and filed y 1 8/15/2024 Signed t� -- 6/6/2024 P.L.S.a R— e. . . No. 9801 /ONpa- LA//O S\ O� �m CC LUKE R. BEVERLY C) CL No. 8223 \TF OF CAL�FO�/ No. 9801 Exp. 09-30-25 Title Deputy County Surveyor qJ F0 � County Surveyor's Comment BPELSG-2016 Page 1 of2 uocument Ivumoer -- -1 Inaex GK24U4U3 8 658.42' R3 658.29' R2 �658.31' R1 658.28' S 89'52'00" W 1317.62' R3 N 89'56'51" W 1317.52 R1 6 N 89*56*20" W 1317.65' 658.66' 329 46 R3 329.58 329.39' R2 329.42' (329.46') R3 (658.76' R1 5 40.00' (658.81'� R3 Ir 0E E311.37') (40.00') R2 N 89 52551 R2 48.00 (48.00') R2 w a 0 �� ■ _ -to O' Iq N� N N Of� ^Lp 0- 000 7o to fo (o 0_ 0_ ...-.p0 •-•m r � n X 0'_ 0_ MM r N NIO')00 O �� O�� MN It 0wW W LOLO1 mcDO NN ON 00 w^ j p0 SOW N�� N� w ^ [0 (0 Ln W W a $ GG?R LT 159 W 9 (U (0 2 2* } 0ijr W �W^ f, WN APN 505-070-059 004 _ 0r7� W �W W pno O � Cobb,O � NO 0 NOOZ<Q QQ 00m 0000O wn z 00 Z 0o0 0 0 o oz aom w inLOmlz �� 00000z FQ Z �`' Z v " W W z Z •®- W z 8 3, - N W N=to 6 m 'p NN O N�t O^ p �9 O O O Q N e Oz zo NOT TO SCALE (48.00') R2 v -N 89'58'50" E 211.33 N 89'58'50" E 329.26' (N 89'48'37" E 211.30') R2 2 (S 89'48'20" E 329.34') R3 TAHQURZ CANYON (S 89-48.20" W 1317.36') R3 NOTES: (S 89'53'08" W 1317.19') IRS 151/16 INDICATES FOUND MONUMENT AS NOTED ()R1 INDICATES RECORD DATA PER P.M.B. 253/75-77. ()R2 INDICATES RECORD DATA PER P.M.B. 161 /39-40. ()R3 INDICATES RECORD DATA PER G.L.O. SUPPLEMENTAL PLAT ACCEPTED 07/08/1988. * INDICATES ESTABLISHED BY SUBTRACTION SECTION LINE MONUMENT NOTES 1❑ FD AXLE NO ID DN 0.5' IN MW, PER R1, ACCEPTED AS CENTER OF SEC. 14. ❑2 FD N&T "RCE 28573" FL IN CONCRETE, PER R2 ACCEPTED AS SW & SE COR OF PARCEL 2 ❑3 FD 1" IP NO ID OPEN DN 0.5, IN LIEU OF 1" IP W/ N&T "PLS 7914" PER R1, ACCEPTED AS SW COR OF PARCEL 1, SET N&T "PLS 8223" ® FD 1" IP W/TAG "RCE 11543" DN 0.5' IN MW, PER R1, ACCEPTED AS SE COR, SW J, NE j OF SEC. 14 ❑5 FD 1" IP W/TAG "RCE 25658" DN 0.6' IN MW, IN LIEU OF 1" IP W/ N&T IS 8869" PER R1, ACCEPTED AS NE COR, SE J, SW J, NE j OF SEC 14 © FD 1" IP W/PP PLS 8869 LEJA SRVY FL, PER R1, ACCEPTED AS NE COR OF GOV LOT 159 ❑7 FD 1" IP NO ID OPEN DN 0.5', IN LIEU OF 1" IP W/ N&T "RCE 28573" PER R2, ACCEPTED AS NW COR & W'LY PL GOV LOT 159, SET N&T "PLS 8223" © FD 3/4" IP NO ID OPEN DN 0.7' IN MW, IN LIEU OF J" IP W/ PL PL IS 8869" PER R1, ACCEPTED AS NW COR, SW J, NE J. OF SEC. 14, SET N&T "PLS 8223" J.N.2801 BPELSG-2016 Page 2 of 2