cr24_0424CORNER RECORD Agency I ndex CR240071
Document Number 2024-0424
City of PALM SPRINGS County of RIVERSIDE , California
Brief Legal Description PARCEL 2 PER PM 08/04
CORNER TYPE COORDINATES (Optional)
N. E.
I " ❑ Government Corner ❑ Control Elevation
l
❑ Meander ❑X Property Units ❑ Metric ❑X U.S. Survey Foot
❑ Rancho Other Horizontal Datum
Zone Epoch Date
Date of Survey November 6, 2023 Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
TAS, R.4E SECTION 35 Complies with Public Resources Code §§8890-8902
PLS Act Ref.: X❑ 8765(d) 118771 118773 ❑ Other:
Corner/ Left as found 0 Established Rebuilt ❑ Pre -Construction
Monument: Found and tagged Reestablished 11 Referenced ❑ Post -Construction
Narrative of comer identified and monument as found, set, reset, replaced, or removed
0 See sheet #2 for description(s):
AND 30�L�
SURVEYOR'S STATEMENT O�
This Corner Record was prepared by me or under my direction in conformance with PHILLIP K FOMOTOR
the Professional Land Surveyors' Act on January 8, 2024 No. 7070
Signed P.L.S. or5.01E. No. 7070 �'t 1
JWU `c OF CpL'Fo4-
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received January 22, 2024�
and examined and filed �_/�� �,,/0*_
Signed P.L.S. or R.C.E. No.
Title Riverside County Surveyor
County Surveyor's Comment
BPELSG-2016 Page 1 of2
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PARCEL 1
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PM 8/4
0
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25' _
rn
z N89'54'15"E 25.00' f
(EAST 25.00') SET 1" I.P. PLUG
'
5.00'
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LS7070 FLUSH.
(12.00')M&R
N84' 17'59 . - 96.56'
5.00'
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Z M
LOT 24
to
m
MB 48/15
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0
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3
2 L=64.39' R=50.00'
0=73.47'22"
(L=64.38' R=50.00'
A=73'46'33")
PARCEL 2
PM 8/4
3
L
------------
N89.54' 15"E 92.00'
(EAST 92.00')
SURVEYOR'S NOTES
p INDICATES SET GEAR SPIKE AND WASHER
STAMPED LS7070. FLUSH. UNLESS
OTHERWISE_ NOTED.
:,IN..DICATES FOUND MONUMENT AS NOTED
0 INDICATES` SET NAIL AND TAG STAMPED
LS7070 ON TOP OF CURB.
INDICATES RECORD DATA PER PM 8/4.
BASIS OF BEARINGS
THE BEARINGS SHOWN HEREON ARE BASED ON
,;-THE BEARING $03'24'10"E BEING THE WESTERLY
LINE OF PARCEL 2 PER PM 8/4.
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SCALE 1 "= 50'
MONUMENT NOTES
FD. MASONRY NAIL ON CURB NO REF. ACCEPTED
AS THE 5.00' PROLONGATION OF THE SIDE LINES
AND TIE POINTS PER MB 48/15.
( 2:] FD. MASONRY NAIL ON CURB NO REF. ACCEPTED
L`� AS THE 5.00' PROLONGATION OF PARCEL 2 PER
PM 8/4 REPLACED WITH NAIL AND TAG LS 7070
IN CURB.
3 FD. 3/4" I.P. WITH ILLEGIBLE PLUG DOWN 0.2'
NO REF. ACCEPTED AS THE CORNERS OF
PARCEL 2 PM 8/4.
BPELSG-2016 Page 2 of 2