cr24_0377CORNER RECORD Agency Index
Document Number
City of 11 N C 0 P_FO1�P i �_ 7 County of �� V 1)
Brief Legal Description 3I� L t, p, M, 10/551r LMl 5_51E Sic. 3 I
2024-0377
_, California
S.3X
CORNER TYPE COORDINATES (Optional)
❑ N. E.
1 Government Corner ❑ Control Elevation
l Meander ❑ Property Units Metric U.S. Survey Foot
❑ - - -0_ - ❑ Other Rancho
� x ❑ ❑ Horizontal Datum
�2� 13'�23 Zone Epoch Date
Date of Survey Vertical Datum
❑ ❑ ❑ ❑ 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:
See sheet #2 for description(s)
R 1�01c ins 51�h�_cR�,D LS 336S ?a P-n ioxi, FMB S—EA
Oo RW b FOtrt,N-1)
INowk-MS 'f-mo D 1" 0. LS 33 65 , U.e o, tO' NccEiTiT� PW P.A. tdf 9s l
pm 5-s/65 LU
SURVEYOR'S STATEMENT `O� A BRQ,? SG�6
E'
e This Corner Record was prepared by me or under my direction in conformance with a� �[sa�
the Professio 1 Land Surveyors' Acton
Z6 Zo2Jj a Nu. ��a7
9 * .t3�
Signed P.L.S. or R.C.E. No. io1 ��•
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received January 26, 2024
and examined and filed `/ zK'_I 214
Signed P.L.S. or R.C.E. No. 8488
Title Riverside County Surveyor
County Surveyor's Comment
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n r%n A /1/l-7-7
✓VI:UIIICIII IVUIIIUCI LVLT-vljI /
enav inaex
BOUNDARY RETRACEMENT SURVEY
PARCEL 1, PARCEL MAP 10951, PMB 55/65
FD PK NAIL do WASHER LS 7083 FD 1 2" I_P. W1 TAG LS 4502 FD 2" I.P. W/ BRASS CAP U
FLUSH, PER CR 2019-0344. FLUSH, NO REF. ACCEPTED AS 010, -BLM 1/4 COR. S31/S3
ACCEPTED AS THE CENTER OF BEING ON THE EASTERLY LINE 1964" PER R1. ACCEPTED AS
SECTION 31 AND THE NW CORNER OF PARCEL MAP 10951, PMB 1/4 COR SEC 31/32 AND
OF PM 10951, PMB 55/65 55/65. S07-31-02"W 0.63' FROM HELD FOR THE NORTHERLY
THE NE CORNER LINE OF PARCEL MAP 10951,
BASIS OF BEARINGS PMB 55/65.
LOT "A" N88-57'24"E 2648.37' (2648.86' R1) 30'
1 2263.86' (2263.86 R1)
930DO 930.00 R1 1333.86' (1333.86' R1)
NZ
878.W (78.95' R1} PARCEL 2
(385.00' R1)
LOT "G" PM 10,951
PMB 55/65
SPIKE & FEATHER NO REF DID
NOT ACCEPT. REMOVED.
o PLS 9107 FLUSH AT PRORATED
^ POSITION
^
c
oI
SURVEYOR'S NOTES:
co a!
" PARCEL 1 PARCEL 3
R1. INDICATERECORD PER
PM 10,951 0, PM 10,951
$y PM PMB 55/65
0.
in PMB 55/65 a + PMB 55/65
01 * • INDICATES MONUMENT
,c
�
�-FOUND AS NOTED
Ln
F �
� cv
,. 1
�
"u
o z PARCEL 4
°Try BASIS OF BEARINGS:
30, PM 10,951LO
P THE BASIS OF BEARINGS FOR
cli 30• PMB 55/65
o THIS SURVEY IS THE N'LY
30'
z LINE OF THE SE 1/4 OF SEC.
(1333.86' R1)
31, T4S, R4W, S.B.M., BEING
N88'57'35"E 1334.76"
N88'57'24"E, AS SHOWN ON
PM 10951, PMB 55/65
1178.07' (1177.04' R1)
FD 1" I.P. OPEN BENT
LOT "L'� LOT "E" -. OVER. REPLACED WITH 1"
I.P PLS 9107, FLUSH AT
FD 1" E.P. OPEN UP 0.80'. ^ ��
THE POINT,
PRORATED POSITION.
ACCEPTED AS ANGLE Ic
EL BAQUERO RD PER R1. PIPE 0 16 ad
IS LEANING, BUT SOLID AS IT
HAD BEEN DRIVEN INTO ROCKY
FD 3 4" I.P. WZ PLUG. ILLEG., DN
GROUND. SET PLUG PLS 9107. `�°-
0.80. DID NOT ACCEPT.
`- 1925.38' (1925.35' R1)
N85'10'27"W 3.16' FROM THE SE
N89'44'02"E 1955.62' (1955.59' R1)
CORNER OF PM 10951, PMB 55/6,ESTABLISHED
BY PROLONGATION C
FD PK NAIL do WASHER, LS 7378,,
RECORD DISTANCE OF 30.24'
SOUTH 1/4 COR OF SEC 31 AND D 1" I.P. W TAG LS 3365
THE SW CORNER OF PARCEL 1, PM FLUSH PER R1. DID NOT ACCEPT.
10951. PMB 55/65 FD 1" I.P. W TAG LS 3365 j ESTABLISHED BY PROLONGATION OF
iv RECORD PER R1. ACCEPTED AS THE RECORD DISTANCE OF 30.24'
SE CORNER OF PARCEL 1, PM ALONG THE SOUTHERLY LINE.
SE CO PMB OF PA MONUMENT IS S46'38'07"E 0.48'
NL FROM CALCULATED CORNER.
I E 0 500 1000 1500
s 1 "=500'
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