Loading...
cr23_1828CORNER RECORD City of PALM SPRINGS Brief Legal Description LOT Agency Index CR221182 Document Number 20,2 3 - 1020 County of RIVERSIDE , California TRACT NO. 16581-1. M.B. 121/5-8 APN 501-562-016 CORNER TYPE COORDINATES (Optional) N. E. ❑ Government Comer ❑ Control Elevation ❑ Meander 0 Property Units ❑ Metric ❑ U.S. Survey Foot ❑ Rancho ❑ Other Horizontal Datum Zone Epoch Date Date of Survey DECEMBER 15, 2022 Vertical Datum _ ❑ T. R. 4 E. Complies with Public Resources Code §§8801-8819 4 S., ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref.: 8765(d) ❑ 8771 ❑ 8773 ❑ Other: Corner/ 0 Left as found ❑ Established ❑ Rebuilt ❑ Pre -Construction Monument: ❑ Found and tagged rX_1 Reestablished ❑ Referenced ❑ Post -Construction Narrative of comer 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 w ro �4 O the Professional Surveyors' Act on December 17. 2022Expua; ; $ Signed 3 P.L.S. or R,110-=. No. 8136 .� COUNTY SURVEYOR'S STATEMENT This Comer Record was received October 19. 2023 and examined and filed Signed P.L.S. or R.C.E. No. Title Riverside County Surveyor County Surveyor's Comment 8488 BPELSG•2016 Page 1 oU Document Number -2,023— /8,38 Aaen Index CR221182 O 30' N g rni OA FD 1" IP W/ TAG ILLEG. ON 0.1' PER CR 18-653 B FD 1" IP W/ TAG ILLEG. ON 0.5' IN WELL PER CR 18-653 FD 1 " IP W/ TAG RCE 25658 ON 0.5' IN WELL, PER MB 121/5-8 0 N - L=31.42' T=20.00' R=20.00' 4= 90'00'T" (L=31.42 T=20.00 (R=20.00' A= 90'00'20") TRACT NO. 16581-1 FD 3/4' IP W/ TAG RCE 11842 DN 0.5'IN WELL, PER MB 121 /5-8 FD 1' IP W/ TAG LS 5411 ON 0.8' Jr IN WELL PER CR 11-796 (N89'42'58"W 661.69') 1 "=100' N89'43'02'W 661.85' B ADOBE WAY _ 0 30' Go t0 0 w M Gp avOn Z PADUA WAY _ 0 m c•i {N89'42'58'W 391.32') N C m N N89'43'32W 391.36' N 0 L=31.43' T=20.01I w R=20.00' 0= 90'02' 13" (L=31.43' T=20.01) M ;n _10 39 (R=20.00' 0= 90'01'39") � I"q - (N89.42'58"W 601.25') MB 121/5.8 co `� Z N89'42'57 601.30' 0) 300.61 70.20' 230.49� * v ? t, (300.59) LU 70.20'P 230.47 ) T=19.84) n� IN (L=31.56' T=20.15') ,� M i. (L=31.26' - Q w o R2000' 4=90') o (=2.e= ) "inL=31.56T=20.14 irov 06 - L=31.26�T=19.84 Go o o R=20.00' o= 90'24'48" - R=20.00'=889'' 3'09" So I O (280.45;) (70.20'� (20.5 280.47 70.20" 210.59' 30' MQV3 RACQUET CLUB 1 1y _ 561.26' 11.59 561.23') ROAD LU _ N89'51'50"E 661.23' (N89'51'38"E 661.20') SURVEYOR'S NOTES ■ INDICATES FOUND MONl1MENIT AS NOTED Q INDICATES SET NAIL & TAG LS 6136 ON TOP OF WALL, 0 25 ' S . OF PROP. COR . ■ INDICATES FOUND NAIL & TAG FACE 25558 ON EASTERLY PROP. LINE ON PROLONGATION OF LOT LINE PER MB 121/5-8 () INDICATES RECORD DATA PER MB 121/5-8 p INDICATES SET NAIL & TAG LS 806 ON BASIS OF BEARINGS IS NB9'42'31"W ALONG TOP OF WALL THE CENTERLINE OF ADOBE WAY PER CR 18-653 W.O. 22-104 BPELSG-2016 Page 2 of 2