cr24_2129CORNER RECORD Agency I ndex CR240307
Document Number 2024-2129
City of PALM SPRINGS County of RIVERSIDE California
Brief Legal Description LOT 15, OF CLUB ESTATES OF FILE AS MB 33/55
CORNER TYPE COORDINATES (Optional)
N. E.
x
❑ Government Corner ❑ Control Elevation
❑ Meander ❑X Property Units ❑ Metric ❑X U.S. Survey Foot
❑ Rancho ❑ Other Horizontal Datum
Zone Epoch Date
Date of Survey February 22, 2024 Vertical Datum
T4S R4E SEC.2 ❑ Complies with Public Resources Code §§8801-8819
Complies with Public Resources Code §§8890-8902
PLS Act Ref.: ❑X 8765(d) ❑ 8771 ❑ 8773 ❑ Other:
Corner/ ❑X Left as found ❑ Established Rebuilt ❑ Pre -Construction
Monument: ❑ 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. 1 1/2" I.P. WITH ILLEGIBLE TAG DOWN 0.6 IN MONUMENT WELL PER CR18-0443. ACCEPTED AS THE NW COR. SEC. 2.
2. FD. 1" I.P. BENT(SHOT BASE) DOWN 0.1' PER CR18-0443. ACCEPTED AS THE N1/4 SEC. 2.
3. FD. BROKEN GEARSPIKE SHAFT DOWN 0.1'. ACCEPTED AS MONUMENT PER CR18-0443.
4. FD. MASONRY NAIL FLUSH. ACCEPTED AS THE INTERSECTION OF LINDSEY DR. AND STARR RD. REPLACED WITH GEARSPIKE AND WASHER LS7070 FLUSH.
5. FD. 3/4" I.P. PLUG LS4146 DOWN 0.5' IN MONUMENT WELL PER CR11/0772. ACCEPTED AS THE POINT 4.98' FROM INTERSECTION OF INDIAN CANYON DR. AND
FRANCIS DR PER PM77/17.
6. FD. GEARSPIKE AND WASHER LS5411 FLUSH NO REF.
7. FD. 1" I.P. PER MB 230179-83 WITH ILLEGIBLE TAG. BENT DOWN 0.3' (SHOT BASE). ACCEPTED AS THE NW 1/16 COR. SEC. 2. REP TH 1" I.P. PLUG LS7070
DOWN 0.2'.
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
PHILLIP K FOMOTOR
the Professional Land Surveyors'
No, 7070
Signed
L.S. orfi-L. No. 7070
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received Auqust 14, 2024
and examined and filed 169 _/1110 r2
Signed P.L.S. or RCI= No. 8488
Title County Surveyor
County Surveyor's Comment
BPELSG-2016 Page 1 of2
1 Krr Car. SAN RAFAEL ROAD N89.56'54"W 2649.91' [S89.56'50-E
r^ 1324.95' [1324.99']
T Cl- [L=31.55']M&R [R=20.00']M&R A=90'23'06"[A=90'23'30"], C2 [L=31.28']M&R
co C3: [L=31.55']M&R [R=20.00']M&R A=90'22'12"j.A=90'23'30" , C4 �L=31.29']M&R
3 N89'57'14 E 1325.57' LN89.56 E 1325.52']
440.09' (440.02') 885.48' [885.52']
IMMS ROAD-[440'] <440.09'>-M 0 ni TRACT BOUNDARY
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BASIS OF BEARINGS 1 a, N89'50'48"E 755.01' [N89'49'30"E 755.0']
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ARE BASED ON THE BEARING No-505.01'[505.0']
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z 89'50'06"E 25),W;d
?, FSURVEYOR'S NOTES
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