cr23_1532CORNER RECORD
City of Palm Springs
Brief Legal Description Lot
Agency Index
Document Number
CR 210560
� 3— Ar 3.;1-
County of RIVERSIDE , California
Vosta Las Palmas No. 3, MB 36/63,• Portion of N j of the NE 4 of the SW j Sec. 10, T4S, R4E, SBB&M
CORNER TYPE COORDINATES (Optional)
N. E.
❑ Government Corner ❑ Control Elevation
min ❑ Meander X❑ Property Units ❑ Metric ❑ U.S. Survey Foot
e iV ❑ Rancho ❑ Other Horizontal Datum
X Zone Epoch Date
Date of Survey 510312021 Vertical Datum
❑ 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 X❑ 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
This Corner Record
the Professional 1
Signed
SURVEYOR'S STATEMENT
repp/ared by e or under my direction in conformance with
10/03/2022
P.L.S. orNo.
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received 10/03/2022
and examined and filed 07/18/2023
Signed- - P-.L-.S: orOM40P No.
Title RIVERSIDE COUNTY SURVEYOR
County Surveyor's Comment
7627
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c; gi EVEN �✓p�
O
No.7627
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CA
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mil No.8488
Wyk Exp.12-31-24
BPELSG-2016 Page 1 of 2
Document Number
tea- �ra�
Agency Index
CR 210560
0
LO
LEON
O INDICATES SET TAG ON TOP OF WALL STAMPED
'LS 7627' RECORD DATA SHOWN PER MB 36163. Lv
J
* INDICATES FOUND MONUMENT AS NOTED. V
RECORD DATA SHOWN PER MB 36163 y
LOT 3 I o
fi . — — — — — ---
1. SEARCHED AND FOUND NOTHING AT ALL
PROPERTY CORNERS UNLESS FD. TAG ON TOP OF WALL STAMPED,
OTHERWISE NOTED. 'LS 7424' NO REFERENCE -
ACCEPTED AS CORNER v�
2. ALL BEARINGS AND DISTANCES ARE $�
RECORDED AND MEASURED PER MB
36163. LOT 4La
y
�r
FD. J' IP w/ ILLEGIBLE TAG. NO of I
LOT % RefI:RENCE. ACCEPTED AS CORNER Z� Z
0
S89'28 20 E 110.00'
MPS
o P °'
WLU
LOT 6 S�P No ;� �3
� �e for s
i'v5'S2"
0 T FD. SPIKE w/ oo R=20.00'
L U WASHER STAMPED Z L=31. 79' SFN
'LS 5411 " FLUSH. Q
PER CR 11-0777 V - — — N89"G9'S5'IN 89.62 SFN
290.00' — 315.00_ NL — SFN
_ S 89'0955" E 605.00'
REGAL DRIVE
BASIS OF BEARING
FD. SPIK€ w/
WASHER STAMPED
IS 5411, FLUSH.
PER CR 11-0775
JOB # 181 L-001 APN 505-112-006
BPELSG-2016 Page 2 of 2