cr25_1797CORNER RECORD Agency Index CR250265
Document Number r
City of Palm Springs County of RIVERSIDE , California
Brief Legal Description Parcel 2, Record of Survey 1815, Portion of SE 114, Section 15, T4S, W, SBM
CORNER TYPE
❑ Government Corner ❑ Control
❑ Meander X❑ Property
N.
Elevation
COORDINATES (Optional)
E.
Units ❑ Metric ❑ U.S. Survey Foot
❑ Rancho ❑ Other Horizontal Datum
Date of Survey
Zone Epoch Date
6Z1I 2025 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):
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Professional Land Surveyors'Act on
Signed W 10 P.L.S
June 16, 2025
M
COUNTY SURVEYOR'S STATEMENT
4075
/ \,AN{] SUD.
�,L
* No. 4075
`s ��P
OF GA f- 09
This Corner Record was received 10 12025
o��`"° s
and examined and filed t
Signed P.L.S. orR.6 . No. p iAs g v p
Sri W No, 8488
Title
* Exp.12-31-26
County Surveyor's Comment tS,
OF G
BMSG 2016 Page 1 oI2
Document Number JJV V
5NF BARRISTO ROAD
7 FD COPPERWELD STAMP
IRCE 256584, FLUSH PER PS
TIE SHEET, SEC. 15 117
n 8
�., m OC
SNF- � 4
N89'53r02IE—253.52'—
I [N89'50 E 253.00'1 FD 3/4" IP w/ NO TAG, ON.
SANTA SANTA ROSA DRIVE 0.6' PER CR# 18-0207
J
ROSA a
SNF rn o .-
DRIVE
o
c� a
M
SNF
33�
I
1
I I
low,
Jong
a " I PARCEL 3
LJ
Agencylndex
UNE TABLE
NO.
BEARING
LENGTH
L 1
S322635"E
26.21'
(S30'30'E)
(26.14')
L2
N56'40'35"E(R)
--
L3
N89'56'3i "E R)
--
CURVE
TABLE
N0.
d DELTA
RADIUS
LENGTH
Cl
33' i 7'25"
50.00,
29.05'
(33'17)
(50'
(29.05')
C2
90'O1'230
25.00'
39.28'
(90'00')
(25')
(39.27)
C3
18'34'26"
159.95'
51.85'
(18'34')
(159.95')
(51.83')
C4
18'34'26"
147.45'
47.80'
(18'24)
147.45'
(47.78')
CR250265
UNE TABLE
NO.
BEARING
LENGTH
L4
N00'04'22"E(R)
--
L5
N00'04'18'W(R)
--
CURVE
TABLE
NO.
A DELTA
RADIUS
LENGTH
C5
90*01'23"
37.50'
58.92'
(90'00')
(37.50')
(58.90')
06
90'01 '23"
37.50'
58.92'
(90'00)
(37.50')
(58.90')
C7
90'0 1'23"
50.00'
78.54'
90-00'
50'
(78.54'
i PARCEL 4
M v I (S69'50'L 118.50) 1 1
S6944 23"E 118,15' J
s�ro N y�r ---
L1_ 7 �B
z � _z ¢ RS L2 t
o g � C18�5 Cl CB � L5
PARCEL 2 ; 11
a L3 _ _..1
ESTABLISHED C BY
C2 PRORATION BETWEEN
LLI
Q Q �` /C5 FOUND AM&N8MENTS Q
50,35 0.� 54 C4 W. PATENCIO UNE
m v ` 1Q
���1 A ��i $ W} O INDICATES GEAR SPIKE w/ WASHER STAMPED, x
LIND LS 4075 , FLUSH.
LEM A INDICATES SET TAG IN TOP OF WALL STAMPED,
VISTA =� I () INDICATES RECORD INFORMATION "LS 4075" UNLESS OTHERWISE= NOTED.
PER RS INDICATESR815.
ECORDINFORMATION INDICATES FOUND MONUMENT AS NOTED.
00 ` PER PMB 80/38-39. " " i
`N"�, I {) INDICATES RECORD INFORMATION INDICATES FD CHISELED x TOP OF WALL � 4
_ 33' PER M8 19/2. ACCEPTED AS LOT CORNER. SET TAG "LS 4075" =5
- I RATION ROAD • INDICATES
w/ WASHER MIL
STAMPED 1S TAG,
40 FLUSH. SET MAG
BASIS OF BEARING _
N89'4040"W 714.51'
FD. i" IP w/ NO TAG, DN. [[N89'40'40V 713,84'7 FD. MON. WELL SEALED.
0.5' IN MON. WELL PER (NB9' O'40"W 713) ESTABLISH FROM TIES PER
JOB # 137A-003 CR# 15-0211 [N8940V 713'1 CR# 15-0210.
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