cr23_0180CORDERRECORD Agencyindex
Document Number
CR 210559
,>0.>3 plSa
City of Palm Desert County of RIVERSIDE , California
Brief Legal Description Lot 14, Silver Spur Ranch, MB 34/24-25; Portion of S. of the SE j Section 29, T5S, R6E, SBM
CORNER TYPE COORDINATES (Optional)
❑ Government Corner ❑ Control
I
nnIII(� ❑ Meander X❑ Property
_ _ ❑ Rancho ❑ Other
I
I
N.
Elevation
E.
Units ❑ Metric ❑ U.S. Survey Foot
Horizontal Datum
Zone Epoch Date
X Date of Survey 4/21/2021 Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref: Q 8765(d) ❑ 8771 ❑ 8773 ❑ Other:
Corner/ Q Left as found ❑ Established ❑ Rebuilt ❑ Pre -Construction
Monument: ❑ Found and tagged Q Reestablished ❑ Referenced ❑ Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
X❑ See sheet #2 for description(s):
SEE BACKSIDE
SURVEYOR'S STATEMENT
This Corner Recor as prepared by me or under my direction in conformance with
the Professional Su y scan May 13, 2021
Signed P.L.S. No. 7627
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received
November 8, 2022
and examined and ed January 19, 2023
Signed 1�% z# `� P.L.S. or R.G.E. No. 8455
Title Deputy County Surveyor
County Surveyor's Comment
BPCLSG-2616 Page 1 oft
s1EvEN G,p
No. 7627
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F. RgY6,
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50 o
a No.8455 z "
* \ Exp. 12-31-24 / *
ao� 3 • 6 / 0 p CR 214559
Document Number Agency Index
INDICATES SET TAG Olt' TOP OF WALL
STAMPED, "LS 7627': RECORD DATA SHOWN
PER M8 34/24-25.
INDICATES SET TAG IN CURB STAMPED "LS
7627" ON THE PROLONGATION OF THE SIDE
LOT LINE IN LIEU OF FRONT CORNER. O
♦ INDICATES FD ILLEGIBLE TAG IN CURB ON 11
THE PROLONGATION OF THE SIDE LOT LINE
IN LIEU OF FRONT CORNER, NO REFERENCE
.ACCEPTED AS PROPERTY MARKER. W
J
NOT ABLE
TO SET
17 16
— I— N89'52'E
rrn nn
`-- SILVER SPUR RANCH
MB 34/24-25 o S I
o ® I I
13 L14 95 1 5 1
2 I
80.00'
6.77' S89 52'W 6.67' � J
SUN LANE N' N'
n i�80,00' � i 89.95' �
90' 37-" N89 52'E 915'
j BASIS OF REARING ;i Ni
8.75' 6.75' -----------T------. I .- X8.75' `,��
I 3
1, SEARCHED AND FOUND NOTHING AT ALL
PROPERTY CORNERS UNLESS
OTHERWISE NOTED.
2. ALL BEARINGS AND DISTANCES ARE
RECORDED AND MEASURED OR
CALCULATED PER MB 34/24-25,
3. THE BASIS OF BEARING IS THE
CENTERLINE OF SUN LANE AS N89'52'E
PER MB 34/24--25.
JOB # 145W-001 APN 630-221-025
BPELSG-2016 Page 2 of 2