cr23_1469❑ Government Corner ❑ Control
❑ Meander ® Property
CORNER RECORD Agency Index
Document Number
CR230948
Zt033 - I (eq
City of INDIO County of RIVERSIDE , California
Brief Legal Description LOT 33 NORTH INDIO RANCHOS MB 21/68-69
CORNER TYPE COORDINATES (Optional)
N. E.
Elevation
Units
❑Metric ❑U.S. Survey Foot
❑ Rancho ❑ Other Horizontal Datum
X Zone Epoch Date
Date of Survey JUNE 6, 2023 Vertical Datum
T.5S. R.7E., SBM ❑ Complies with Public Resources Code§§8801-8819
❑ Complies with Public Resources Code§§8890-8902
PLS Act Ref.: ® 8765(d) ❑ 8771 ❑ 8773 ❑ Other:
Corner/ ® 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:
❑X See sheet #2 for description(s):
RE-ESTABLISH THE SOUTH LINE OF LOT 33, NORTH INDIO RANCHOS MB 21/68-69
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Professional Land Surveyors' Act on JUNE 30 ,2023
Signed n _ ` P.L.S. or-R EE:. No.
COUNTY SURVEYOR'S STATMENT
This Corner Record was received ] I — Q 3 �d3
and examined and filed
Signed
//-a3 r aaa 3
Title Riverside County Surveyor
County Surveyor's Comment
8549
P.L.S. or R.C.E. No. 8488
/N LA
01'L T S TIJ,pG'�G
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PLS No. 8549
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No. 8488'
.12-31-24
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Document Number ;ZoA _ lq&l
Agency Index CR230948
�^ FOUND COPPERWELD BROKEN TOP FOUND NAIL & TAG ILLEGIBLE -
DN. 0.5 IN WELL ACCEPTED AS ACCEPTED AS
r' 1/16 CORNER. EAST 1/4 CORNER SECTION 14.
ESTABLISHED BY
PRORATION. ESTABLISHED BY F- 0
KENNER AVE. PRORATION.
N89° 43' 28"E 2646.59' M M
�r (N89°43'00"E 2646.43')
io
661.65, y = _ 394.83' 394.81' `1590.11' o
(661.61) / ( ) 294.86'(294.84') �(1590.01') C6 N
Y LO
146.92'(146.91') 147.94'(147.93') ESTABLISHED N N
ON SPLIT W
L=31.83, R=20.00 L=30.98, R=20.00 in
m I A=91° 10' 50" A=88° 45' 41 I M LO
M°
W cn z
W
� Z
I 00� P o Q I F-
Y �� 0 W
� ' g '6 �(X
N ;t C) M Luco CC
vJ
`r° Ln LOT34 to �— O
v M N89° 43' 13"E LO
O v Z 35.00'167.50' 35.01' � Y
0 N89° 43' 19"E 167.50' Q
z N rn (N89° 42' 50"E 167.50}co
- Q
m �. m cn M 0 I 7
cli 0LOT33 F-0 N�
M 1' N89' 43' 19"E 16 .49,
o (N89° 42 0" 16 - F o
O
r �„
co oo LOT32 ov c.4 N
N ° O ti 0 co co
O
N Z
U) In
N O I cfl
j ZI N
co
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L=31.01, R=20.00 L=31.84, R=20.00
=88° 49' 48" A=91 ° 13' 40" FD COPPERWELD LS 5491
! DN. 0.4 IN WELL PER
FD COPPERWELD LS 5491 CR 03-267.
DN. 0.4IN WELL PER _149.07' (149.12') �. _147.02' (147.06')_.
cL CR 03-268. 296.09' (296.18')
_ 44TH_ AVE. _ l
S89° 42' 50"W 396.17'
BASIS OR BEARINGS (BASIS OF BEARINGS 396.26')
THE CENTERLINE OF 44TH AVENUE PER M.B.2168-69 (S89°42'50"W) FOUDN. Nfi IN WELE PER D LS -416
5174
1. '• INDICATES FOUND MONUMENT AS NOTED SE CORNER SEC.14.
2. O INDICATES SET 1" IRON PIPE WITH PLASTIC PLUG, P.L.S. 8549 UNLESS OTHERWISE NOTED.
3. 0 INDICATES FOUND 1" IRON PIPE WITH PLASTIC PLUG PLS 8328, FLUSH, NO RECORD, ACCEPTED
AS PROPERTY CORNER.
(XXX) INDICATES RECORD DATA PER MB 21/68-69
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