cr25_1434CORNER RECORD Agency Index CR250285 10 of 23
Document Number 2025-1434
City of INDIAN WELLS County of RIVERSIDE , California
Brief Legal Description ZUNI ROAD & APACHE ROAD
SEC. 23, T. 5 S., R. 6 E.
CORNER TYPE
❑ Government Corner N Control
❑ Meander
❑ Property
❑ Rancho
❑ Other
PRE: 01/15/2025
Date of Survey,
POST: 02/19/2025
N_
Elevation
Units
COORDINATES (Optional)
E.
❑ Metric [-]U.S. Survey Foot
Horizontal Datum
Zone Epoch Date
Vertical Datum
E] 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:
0 See sheet #2 for description (s):
SURVEYOR'S STATEMENT
This Corner was rep ed by me or under my direction in conformance with
the Pr essio Su ors' Act on 5/21 /2025
Si ed P.L.S..�E. No. 5411
L� J COUNTY SURVEYOR'S STATEMENT
This Corner Record was received 7/25/2025
and examined andPe� -' 10/6/2025
Signed
Title
DEPUTY COUNTY SURVEYOR
County Surveyor's Comment
P.L.S. or-Br2'E. No. 9472
No NPR LANps\
ONARo O�Ir
cc 0
a °C No. 9472 Ez ::0
Exp.9-30-26
BPELSG-2016 Page 1 of 2
Document Number
2025-1434
Agency Index
CR250285 10 OF 23
REFERENCE NOTES:
R1 = TRACT MAP NO. 2579, M.B. 46/93-94
PRC = POINT OF REVERSE CURVE
ZUNI
MONUMENT NOTES:
Ak-
tPRC/99,
i
ROAD
FD PK NAIL FITS POSITION OF 1 1/4" IRON PIPE TAGGED "R.E. 862" PER R1, FLUSH, BEFORE
CONSTRUCTION. DESTROYED DURING CONSTRUCTION. SET GEAR SPIKE & WASHER STAMPED "LS 5411" PER
TIES HEREON, FLUSH, AFTER CONSTRUCTION.
! FD LEAD & TACK IN TOP OF CURB, NO REFERENCE.
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. 24-HAR-390 AT
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