cr23_1625CORNER RECORD Agency Index CR220826
Document Number ;Q33- &;215
City of WILDOMAR County of RIVERSIDE , California
Brief Legal Description PARCELS 1 AND 2, PARCEL MAP NO.22000, P.M.B. 161/45-46, SECTION 24, T.6S., RAW. S.B.M.
CORNER TYPE COORDINATES (Optional)
N. E.
Government Corner Control ❑ Elevation
Meander ❑ Property ❑ Units Metric U.S. Survey Foot �X
Rancho Other rl Horizontal Datum
Zone Epoch Date
Date of Survey 10/25/2022 Vertical Datum
Complies with Public Resources Code §§8801-8819
Complies with Public Resources Code §§8890-8902
PLS Act Ref.: ❑X 8765(d) ❑ 8771 M 8773 ❑ Other:
Corner/ ❑ Left as found Established Rebuilt Pre -Construction
Monument: ❑X 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):
SEE SHEET 2
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Professional Land Surveyors' Act o September 6, 2023
Signed 75:1P.L.S. or R.G.E. Ne. _ 8233
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received September 7, 2023
and examined and filed ���0�—�d 3
Signed-� P.L.S. or R.C.E. No. 8488
Title County Surveyor
County Surveyor's Comment
4
LAAId
Sean M. Smith
IL
No.
8233
4F
C
BPELSG-2016 Page 1 of2
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CW 1 /16 COR. SEC. 24,
FD. 1" IRON PIPE WITH
NAIL AND TAG "LS 4343"
PER R1, UP 0.1' IN DIRT
(R=330.00' R1) R=330.00'/
(A=13'03'07- R1) A=13'03'21
(L=7517' R1) L=75 20'
CITY OF WILDOMAR
COUNTY OF RIVERSIDE
STATE OF CALIFORNIA
02'10'58 � S,
d! NOO 50'45"E 470.02' (N00'50'23"E 410_00' RI) T
�1 _>L=62.92'
_-R=270.00' (R-270.00' Rl) _ .
�13'21'11"(A=13'21'02" R1) APN 366-310-027
30' . 30' (L=62.91' R1)
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BEARING
DISTANCE
RECORD RECORD
BEARING DISTANCE
L1
N00750'45"E
60.02'
N00'50'23"E 60.02'
61.27'
53.23'
L2
61.28'
L3
—
53.28'
L4
N00'51'26"E
114.56'
N00'49'37"E
114.50' CF
L5
57.92'
57.96'
L6
60.06'
60.06'
L7
76.55'
76.61'
L8
N00'48'54"E
136.62'
1 N00'48'52"E
136.67' JCF
PER R1, FLUSH i
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R=270.00' (R=270.00' R1)
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A=09'02'11"(A=09U2'11" R1)
L=42.58' (L=42.58' R1)
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1/4 COR. SEC. 24,
.
1
3/4" IRON PIPE
OPEN PER R1 DOWN
PARCEL 1
PARCEL MAP NO. 22000
- P.M.B. 161 /45-46
PARCEL 2
PARCEL MAP NO. 22000
P.M.B. 161 /45-46
R=330.00' (R=330.00' R1)
A=09'02'11" (A=09'02'11- R1)
L=52.05' (L=52.05' R1)
BASIS OF BEARINGS 3.0.
THE BEARINGS FOR THIS SURVEY ARE BASED UPON THE
'SOUTHERLY LINE OF THE SOUTHEASTERLY (1/4) OF THE
NORTHWESTERLY (1/4) OF SEC. 24 NORTH 89'43'18" EAST,
AS SHOWN ON PARCEL MAP NO. 22000. P.M.B. 161 /45-46.
UNITS: US SURVEY FEET.
BPELSG-2016 Poge 2 of 2
APN 366-310-028
SE (1/4) OF THE NW (1/4) OF
SECTION 24
T.6S. R.4W.. S.B.M.
SCALE: 1 ":100'
LEGEND
• FD. 3/4" IRON PIPE WITH PLASTIC
PLUG TAGGED "LS 3962" PER R1,
DOWN 0.3' UNLESS OTHERWISE NOTED.
O FD 3/4" I.P. OPEN IN LIEU OF 3/4-
I.P. WITH PLASTIC PLUG STAMPED
"LS 3960 PER R1, SET NAIL AND
TAG "PLS 8233", DOWN 0.1' UNLESS
NOTED OTHERWISE.
R1 RECORD DATA PER PARCEL MAP
NO. 22000, P.M.B. 161/45-46.
CF CALCULATED FROM
APN 366-310-033 & -32