cr24_0915Agency Index C� 25188 `:
CORNER RECORD Document Number °yys
City of PALM SPRINGS County of RIVERSIDE , California
Brief Legal Description SANTA CATALINA ROAD & LA PUERTA DEL SOL
_ SEC. 3, T. 4 S., R 4 E., SBM
CORNER TYPE COORDINATES (Optional)
K _ E.
Government Corner Control
Elevation —
Meander ❑ Property ❑
Units Metric ❑ U.S. Survey Foot
Rancho [] Other ❑
Horizontal Datum _
Zone Epoch Date _
Date cf Survey 1 /26/2023 & 4/03/2023
Vertical Datum _
❑ Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref: ❑ 8765 (d )_ 8771 — ❑ 8773
❑ Other: —
Corner/ ❑ Left as found ❑ Established ❑ Rebuilt
Pre -Construction
Monument: ❑ Found and tagged E Reestablished ❑ 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
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mer Reco*waspreed by me or under my direction in conformance with
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ionals'Acton JULY 24 2023
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�' No. 5411
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COUNTY SURVEYOR'S STATEMENT
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Signed.L.S. —
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County Surveyor's CommentOF
BPELSG-2016 Page 1 of2
Document Number 90;�W OIJ5 Nencylndex Ce 23 f 885
REFERENCES
R1 = COUNTY OF RIVERSIDE CORNER RECORD 2018-0304
( ) = RECORD DISTANCE PER R1
[ ] = RECORD & MEASURED DISTANCE PER R1
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in
N.T.S.
MONUMENT NOTES
FD 1" IP & TAG "RCE 14614" DOWN 0.4' IN SURVEY WELL MON., PER R1, BEFORE
CONSTRUCTION.
SET GEAR SPIKE & WASHER STAMPED IS 5411 " FLUSH, PER TIES HEREON, AND ALSO SET
4-2' O/S MAC NAIL & WASHER STAMPED IS 5411" PER TIES HEREON, AFTER CONSTRUCTION.
FD 3/4" IP & TAG "RP LS 8508" FLUSH, PER R1 BEFORE CONSTRUCTION. UNDISTURBED AFTER
CONSTRUCTION.
O SET MAG. NAIL & WASHER IS 5411" IN ASPHALT PAVEMENT, BEFORE CONSTRUCTION.
UNDISTURBED AFTER CONSTRUCTION.
THE PURPOSE OF THIS RECORD IS TO DOCUMENT THE PERPETUATION OF FOUND MONUMENT(S) PURSUANT TO THE PLS ACT SECTION 8771.
NO CLAIM IS MADE REGARDING THE CORRECTNESS OF THE POSITION(S) OF SAID MONUMENT(S), NOR THE DIMENSIONAL RELATIONSHIP TO
STREET CENTERLINES OR PROPERTY BOUNDARIES. 23-GRA-851
BPELSG-2016 Page 2of2