cr25_1661CORNER RECORD Agency Index CR250258
Document Number
City of Cathedral City County of Riverside , California
Brief Legal Description LOT 24 MB 22/40-44 SW 1/4 SEC. 17, T.4S., R.5E. SBM
CORNER TYPE COORDINATES (Optional)
N. E.
❑ Government Corner ❑ Control Elevation
❑ Meander 0 Property Units ❑ Metric ❑ U.S. Survey Foot
17 ❑ Rancho ❑ Other Horizontal Datum
x; Zone Epoch Date
Date of Survey June 6, 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 0 Reestablished ❑ Referenced ® Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed
[✓ See sheet #2 for description(s):
SURVEYOR'S STATEMENT C�pOND SU•��
.�.
This Corner Record was prepared by me or under my direction in conformance with ARMANDO M.MAGANA
the Professional Land Surveyors' Acton September 8, 2025 * No. 8232
.� jL] Exp.12-31-25 `4
Signed P.L.S. orifrE No. 8232 9
�F0F CAL�F�f/
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received V ZONAL LA
and examined and filed f�y�p� M��j�
Signed P.L.S. or��-E No. IL .4
No $488 0
Title URN Y 4 * Exp.12-31-26
NJ,
County Surveyor's 6mment Q•
a� CAL►FO
BPELSG-2016 Page 1 of2
DOCUMENT NUMBER -lbl6—lt0lllAGENCY INDEX CR250258
MONUMENT NOTES
�1 FOUND COPPERWELD, STAMPED LS 4741, FLUSH
FOUND 2" IP WITH TAG LS 7762, DN 0.1' IN LIEU OF
3/4" IP PER MB 22/40-44
FOUND 3/4" IP WITH TAG RCE 26662, FLUSH, IN LIEU OF
1" IP PER MB 22/40-44, ACCEPTED AS S 1/16 COR SEC 17
FOUND 3/4" IP WITH TAG RCFC&WCD, DN 0.5. IN LIEU OF f
3/4" IP PER MB 22/40-44, ACCEPTED AS NE COR LOT 42
BEING A POINT ON THE 1 /4 SEC LINE PER MB 22/40-44'
LINE TABLE
LINE
BEARING
LENGTH
(L1)
N54'19'00"W
296.02'
(L2)
N00'07'15"W
100.00'
(1-3)
N89'40'30"E
179.64'
(L4)
N27'23'15"W
249.92'
(1-5)
N89'40'30"E
179.64'
(1-6)
N27'23'15"W
249.92'
�R 7J 25,75.,
W)
c'/
v /
42
U
w
V)
Of
w
H
Z
w
U
`?/ ^ � 665Q s4
_ w
PER CR 8/189, ACCEPTED
1 AS INTERSECTION OF SAN oOs N
LUIS REY DR
30• 30' BARBARA DR AND SANTA r��,��►Q L \
N PER CR 8/192, 0�1 NOTE r
ca ACCEPTED AS L SEARCHED AND
CENTERLINE OF L�' z FOUND PROPERTY
NOTHING
SAN LUIS REY DR I
1 121 {c�� CORNERS UNLESS
OTHERWISE NOTED
(N58'03'23"E)
(R) 7 r,� Gcal 25
PER CR 8/194, ACCEPTED
1 AS INTERSECTION OF SAN
LUIS REY DR AND MISSION
in I 14 DR
N� (35') S 1/16 SEC. LINE
(N 89'40'30" W 1320.96')
NOTE BASIS OF BEARINGS
2 ALL BEARINGS AND DISTANCES ARE RECORD & MEASURED OR
CALC'D PER MB 22/40-44, UNLESS OTHERWISE NOTED
BASIS OF BEARINGS
THE BASIS OF BEARINGS IS THE S 1/16 SEC. LINE
BEING N 89'40'30" W PER MB 22/40-44
LEGEND
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
(Cl)
280.00'
15'20'49"
75.00'
(C2)
1590.73'
16'47'27"
466.16'
(C3)
1620.00'
13'28'27"
380.97'
(C4)
200.00'
87'53'55"
289.37'
(C5)
250.00'
87'46'08'
819.30'
(C6)
300.00'
62'51'49"
329.16'
(C7)
500.00'
18'43'16"
163.40'
(C8)
1620.00'
23'17'08"
658.38'
23 �� 24
L3
MB 26188
3
*INDICATES FOUND MONUMENT AS NOTED NORTH
♦ INDICATFS SFARCHFD, NOTHING FOUND ii
O INDICATES SET 3/4" IP WITH TAG LS 8232, FLUSH 0 200' 400,
( ) INDICATES RECORD DATA PER MB 22/40-44 SCALE 1"=200'
4
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