cr25_1654CORNER RECORD Agency I ndex CR250186
Document Number 225 --
City of Indio County of Riverside California
Brief Legal Description Parcel 2, P.M. No. 37659, P.M.B. 248/70-71
T. 5 S., R. 7 E. CORNER TYPE COORDINATES (Optional)
N. E.
❑ Government Corner ❑ Control Elevation
X ❑ Meander ❑X Property Units ❑Metric ❑ U S. Survey Foot
+24 ❑ Rancho ❑ Other Horizontal Datum
Zone Epoch Date
Date of Survey April 3, 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 Reestablished ❑ Referenced ® Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
❑✓ See sheet #2 for description(s):
Reestablished lot corners as shown on sheet 2 per P.M. 37659, P.M.B. 248/70-71
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Professional Land Surveyors' Act on August 5. 2025 SHANNON K.
CONAWAY
Signed ' , .L.S r R.C.E. No. 7537 No. 7537
TeOF CA��F�
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received { L.V t4AL L4
and examined and filed / ��OL' MC�fi`
Signed P.L.S. orflfiE- No. 1��
No. 8488
Title O �mka
Exp.12-31-26
9
County Surveyor's &mrnent
OF CA4l� —
E7
•
BPELSG-2016 Page 1 of2
urgent Number 106-1154 AnencV Index CR250186
REFERENCE
R1 P.M.B.248/70-71
Abb-6 71
. �a. A9f�6
PF 8 1 I
SYMBOLLEGEND
SYMBOL DESCRIPTION
• FOUND MONUMENT AS NOTED
O SET MAG NAIL & WASHER "CONAWAY GEOMATICS PLS 7537"
z� SET 5/8" REBAR WITH YELLOW PLASTIC CAP "PLS 7537"
PARCEL 3
FOUND I.P. BENT OVER TO THE
N.W., IN LIEU OF V I.P. TAGGED
N89 48'08"E 226. 93'
"LS 8899" PER R1 SET AS NOTED
PARCEL 1
P.M. NO. 37659
o
P.M.B. 248170- 71
PARCEL 1
.
PARCEL 2
PARCEL MAP NO. 37659
ro
NOTE:
o
N
P.M.B. 248170- 71
ALL BEARINGS AND
's
N
DISTANCES SHOWN ARE
cV
IDENTICAL TO P.M. NO.37659
P.M.B. 248/70-71
O
Z
FOUND NAIL & TAG
"LS 4152" FOUND PER R1
FOUND 3/4" I.P. NO TAG, IN
LIEU OF 3/4" I.P. TAGGED
Z
�'
"LS8899", PER R1
152.14
- -
205.06'
�N
C
-
i N89
48'08 "E 357.18'
134.26'
--�
205.06' -
r_
146.33'
_
N89 48'08"E 485.65'
FOUND 1" I.P. ILLEGIBLE'
FOUND 1" I.P. PARTIALLY DAMAGED,
NO TAG, ACCEPTED
AVENUE
45
PER R1
AS C.1/4 S.24, T. 5 S.,
R. 7 E., S.B.M.
PER R1
BASIS OF BEARINGS:
N89"48'08"E, BEING THE CENTERLINE OF AVENUE 45,
AS SHOWN IN P.M. 37659 P.M.B. 248/70-71
0 40 80 160
SCALE: 1" = 80'
LINE TABLE
LINE #
BEARING
DISTANCE
L1
N48039'27"E
29.05'
L2
N00"11'52"W
42.00'
L3
N00°11'52"W
42.00'
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