Loading...
cr24_0425CORNER RECORD Agency I ndex CR240072 Document Number 2024-0425 City of PALM SPRINGS County of RIVERSIDE , California Brief Legal Description A PORTION OF PARCEL 1 OF PARCEL MAP NO. 7257 PER PM 24/18 TAS, RAE SECTION 25 CORNER TYPE © Government Corner Q Control N. Elevation Meander Property Units ❑ Metric ®X U.S. Survey Foot Rancho Other Horizontal Datum Zone Epoch Date Date of Survey September 12. 2023 Vertical Datum ❑ Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 COORDINATES (Optional) E. PLS Act Ref.: 0 8765(d) 118771 118773 0 Other: Corner/ 0 Left as found Established ❑ Rebuilt ® Pre -Construction Monument: ❑ Found and tagged Reestablished ❑ Referenced Post -Construction Narrative of comer identified and monument as found, set, reset, replaced, or removed: 0 See sheet #2 for description(s): 4-11 �- SURVEYOR'S STATEMENT 0 Dp This Corner Record was prepared by me or under my direction in conformance with PHILLIP K. FOMOTOR the Professional Land Surveyors' Act on September 28. 2022 No. 7070 Signed P._L.S. or�. No. 7070 d',+ ��Y qrF OF CAL��O COUNTY SURVEYOR'S STATEMENT This Corner Record was received January 22, 2024 and examined and filed~ Signed P.L.S. or R.C.E. No. 8488 Title Riverside County Surveyor County Surveyor's Comment N BPELSG-2016 Page 1 or2 ^- -- --- - I I e)ne)n nne)r- L./V\dd 111G1 Il IYul I I{JC.I - .-- h1UCf luv IIIUCX VrX41+uV ( L EAST PALM CANYON DRIVE N89'56'02"W 364.76' 3 <N89-56'04"W 364.82'> SET NAIL AND TAG LS7070 ON CONCRETE RAMP. n nNOD rnooa) WW BASIS OF BEARINGS: N89°56'02"W 1347.24' (N89'56'02"W 1347.19') 2 [N89'54'20"W 1346.65' r 1328.99' (1329.94'), [1328.52'] Q .----'-,NO'25'40"E 101.00' a (NO-27'36"E 101.00') n aornrnw 0 o PARCEL 1 °' o' 0 m c0 '0 co to PM24/18 0 w w w w to w W W LO to I� O O N N N N O O O O Z Z to In uz 00 v N89'S3'56"W z z v 153.97' NO'25'49"Er2.00' N89'53'42"W 149.98'153.91'] [NO.26'44"E5 150.00'] L2 C3 C241' 47'] � C1 CURVE TABLE [RECORD] CURVE LENGTH RADIUS DELTA LENGTH RADIUS DELTA Cl 14.93' 18.00' 47'30'39" 14.93' 18.00' 47°30'38' C2 82.92' 50.00' 95'01'17" 82.92' 50.00' 95°01'15' C3 14.93' 18.00' 47'30'39" 14.93' 1 18.00' 47°30'38' LINE TABLE [RECORD] n LINE LENGTH BEARING LENGTH BEARING L1 12.07' NO'25'49"E 12.10' SO°26'44"W L2 37.62' NO'25'49"E 37.61' SO°26'44"W rU. 1 -1/4 I.N. IAG L54/41 LAYING DOWN RESET FLUSH. 5 290.42' 5 . [<290.43'>] (290.81') 4 : 153.97 43.48' s I [153.91'1 [43.50'] N89'53'56"W 651.29' <N89'56'04"W 651.37'> PARCEL FROM [N89'53'42"W 651.31'] RS124/38 N.A.P. SCALE 1 "=200' SURVEYOR'S NOTES MONUMENT NOTES Q INDICATES SET 1" IRON PIPE WITH PLUG � FD. 1 1/4" I.P. WITH ILLEGIBLE TAG DOWN 0.7' STAMPED LS7070 FLUSH. UNLESS OTHERWISE L.1 IN MONUMENT WELL PER RS124/38. ACCEPTED NOTED. AS THE INTERSECTION OF CERRITOS DR AND * INDICATES FOUND MONUMENT AS NOTED EAST PALM CANYON DR. A INDICATES SET NAIL AND TAG STAMPED FD. GLO BRASS CAP STAMPED AS 1/4 COR SEC. LS7070 ON TOP OF WALL. UNLESS L 24 AND 25 DOWN 1.0' IN MONUMENT WELL PER OTHERWISE NOTED. RS124/38 AND RS122/92. INDICATES RECORD DATA PER RS122/92. 3 FD. 3/4" I.P. TAG RCES630 DOWN 1.0' PER INDICATES RECORD DATA PER RS124/38. PM24/18. ACCEPTED AS THE NW COR. PARCEL 1. < > INDICATES RECORD DATA PER PM24/18. 4 FD. TAG RCE8630 ON TOP OF WALL PER PM24/18 AND RS124/18. ACCEPTED AS THE SW BASIS OF BEARINGS COR. PARCEL 1. THE BEARINGS SHOWN HEREON ARE BASED ON F5] FD. 1 1/4" I.P. TAG 4741 FLUSH PER RS124/18. THE BEARING N59*56'02" W"W BEING THE CENTERLINE OF EAST PALM CANYON DR. PER FD. NAIL AND TAG LS7734 ON TOP OF WALL RS122/92. 161 PER RS122/92 AND RS124/38. ACCEPTED AS THE SE COR. PARCEL 2 PER PM24/18. BPELSG-2016 Page 2 of 2