cr23_0172CORNER RECORD Agency Index CR210199
Document Number ?O a-3. 01 -72 -
City
1"12 -
City of Palm Springs County of RIVERSIDE , California
Brief Legal Description Lots 15 & 16, Tachevah Vista, M8 21/26; Portion of SW of the NE J Section 11, T4S, W,, S830
CORNER TYPE COORDINATES (Optional)
i ❑ Government Corner ❑ Control
I
I X ❑ Meander Q Property
N.
Elevation
E.
Units ❑ Metric ❑ U.S. Survey Foot
❑ Rancho ❑ dther Horizontal Datum
t
Zone Epoch Date,
Date of Survey 2 01 2021 Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref: ❑X 8765(4) ❑ 8771 ❑ 8773 ❑ Other:
Corner/ Q Left as found ❑ Established ❑ Rebuilt ❑ Pre -Construction
Monument: ❑ Found and tagged nX Reestablished [] Referenced ❑ Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
Q See sheet #2 for description(s):
SEE BACKSIDE
This Corner Record
the Professional
Signed
SURVEYOR'S STATEMENT
byJ,ne or under my direction in conformance with
March 8, 2021
P.L.S. No
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received
November 7, 2022
7627
and examined and filed January 19, 2023
Signed ,/ li' r rrl P.L.S. m-R,G-F=. No. 8455
Title Depth County Surveyor
County Surveyor's Comment
BPELSG-2010 Page 1 0t2
S1EV4( GAS
No. 7627
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Document Number
-N9D,3 - 01-72
Agency Index CR210199
O INDICATES SET REBAR w/ CAP STAMPED, "LS
7627" FLUSH UNLESS OTHERWISE NOTED.
RECORD DATA SHOWN PER MB 21/26.
!� 1-VOICA?ES SEr LEAD & TAG IN WALK. STAMPED "Ls
7627" ON THE PROLONGATION OF FRONT CORNER IN
LIEU OF FRONT CORNER PER MB 21/26 UNLESS
OTHERWISE NOTED,
0 INDICATES FOUND MONUMENT AS NOTED.
NFNS INDICATES NOTHING FOUND NOTHING SET.
INDICATES RECORD DATA PER M8 289/37-40,
FD J' IP w/ ILLEC48LE TAG, ON, FD J" IP w/ TAG STAMP® "LS I
U 0.5' IN MON. WELL. NO 4420, ON. 0.4' IN MON. WELL,
Ca3 REFERENCE. ACCEPTI:O AS NO REFERENCE. ACCEPTED AS
t CENTERLINE INTERSECTION CENTERLINE INTERSECTION
OLIVE WAY
S89'56'00"E 545.00' _ -- ----�
f
N�
NFNS S89'56'00"E 80.04'
NFNS d=89'52'00"
R=20.00' o
L=31.37' o
p LOT 17
Citi T 19
0 1. SEARCHED AND FOUND NOTHING AT ALL
PROPERTY CORNERS UNLESS
0 3p" SET LEAD, OTHERWISE NOTED.
b TACK & TAG
Q N
4.40' voi IN TOP OF 2 ALL BEARINGS AND DISTANCES ARE
�3 100.00' WALL RECORDED AND MEASURED OR
N8956'00'W 109.50 CALCULATED PER MR 21/26 UNLESS
15 OTHERMSNOTED.
.�
Z g i 0 3, THE BASIS OD BEARING IS THE
CENTERUN.E OF hl A;'EN1aA
f n% r7L vi�rf t%la fn ti CABALLEROS AS N00' 12'00"E PER MB
Q c_n w MB 21126 21126.
S LOT 15
R�
I 8 LOT 14
4.56' d=90'11'30" TAC &TAG
R=20.00' IN CONC,
L=31.48' HEADER
7.93' S8959'30"W 89.43 r -
N ASPIL HALT Ql (N895008'"W} '65.' 9)
TAC�IE
,�---�--' � �' N89'59301W 659.07
VAH DRIVE
FD f IP W/ TAG 'LS 4145,
FO COPPERWELD STAMPED IS ON. 0.1' PER MB 289/37-40. ✓ t ,� �1
2367" DN. 0.4' IN MOM WELL, ACCEPTED CENTERLINE Q
PER MB 289/37-40, ACCEPTED INTERSECTION
AS CENTFR SECTION 11 Q
JOB ## 196-H-004 & 201P-002
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