cr23_1141A, rA
-Q :11:4
City of
Brief Legal Description
Menifee
CORNER TYPE
Agency Index CR220176
Document Number 3 '� f
County of Riverside
Parcel 4 of PM 30294 PMB 214 Paqes 75-76
QGovernment Corner Q Control
QMeander Q Property
N.
Elevation
COORDINATES (Optional)
E.
, California
Units 0 Metric Q U.S. Survey Foot
y Q Rancho Q Other Horizontal Datum
X I Zone Epoch Date
Date of Survey March 24, 2022 Vertical Datum
Complies with Public Resources Code §§8801-8819
Section 8SW T.6S., R.3W Complies with Public Resources Code §§8890-8902
PLS Act Ref.: [U 8765(d) El 8771 El 8773 Other:
Corner/ X❑ Left as found
❑ Established
1-1 Rebuilt
El Pre -Construction
Monument: El Found and tagged
Reestablished
El Referenced
El Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
[✓ See sheet #2 for description(s):
SURVEYOR'S STATEMENT oQ�p�ESS/�Nq!
This Corner Record was prepared by me or under my direction in conformance with
�� V)
the the Professional Land Surve r ' qto April 15, 2022 a. No. 22428 M
Signed _ 11r P. L. e; R.C.E. No. 22428 *,
CIVIL
or Ch
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received U 1 2V{ 23
and examined and filed r� _ P 7—
Signed P.L.S. or R.C.E. No.
Title
County Surveyor's Comment
BPELSG-2016 Page 1 of 2
Document Number ' ' 7/`f / Aaencv Index CRu'�«u'-
TA —lb—
FD
FD 1 1/4- OD. IP., FLUSH, LS 4725 AT---/' FD 1 1/4" IP., INTERSECTION OF BYERS ST. AND BETH 00
FLUSH, NO TAG DR. NO REFERENCE ACCEPTED AS in do ' '
ACCEPTED AS MONUMENT MONUMENT PER MB 423/87-93. - 7 0)
PER PM 214/75-76. P0 r)0o N
A _N89'54'34"E 686.88' (N89'21'33"E 686.82')
--397.99''—iao n1
(397.82') CALL
HELD FOR LINE. I
SO'21'22' E
0.33' FROM
TRUE POSITION.
244.88' (245.00') '1'j�` 44.00'
(44.00')
PARCEL 4 40'
PM 30294 00
P.M. 214/75-76 3:w w
CN W
FD 1 1/4" OD. IP., DN. 0.5',
NO TAG ACCEPTED AS o o (i)
MONUMENT PER PM 214/75-76. ZZ W
N42'57'38"E 33.99'
(N42'19'39"E 33.97' r
FD 1 1/4" OD. IP., DN. 1.25', m
R®a TAG ILLEGIBLE ACCEPTED AS
4$,wi Radi MONUMENT PER PM 214/75-76.�
355.00. L=140.78', �r '` N89'43'34"W 82.97' �
43'15' R 355.p0, L=141 .00) /b �N89'42'48"E 83.00')
D�22,4575 R' DN. 0 8 "' BLUE JAY COURT
<D,22 .-
325.00' L--283.46. N89 -43'34"W "150.01'
R= p0' L=283.62) N89'42'48"E 150.00'
�5� 00 00 R1325 M ( )
_ (o
UN. U.5 -
N
FID 1 1/2" OD. IP., UP 0.1', LS 7131, •
BENT SHOT AT BASE. ACCEPTED AS
MONUMENT SHOWN ON MB 423/87-93
fie PM 214/75-76.
SURVEYOR'S NOTES:
BASIS OF BEARINGS: BEARINGS HEREON ARE BASED ON THE CENTERLINE OF
BYERS STREET PER MB 423/87-93 BEING N.00'17'14"E.
(—) INDICATES, RECORD DATA PER PM 214/75-76.
€—} INDICATES, RECORD DATA PER MB 423/87-93.
INDICATES, FOUND 1 1/4" OD. IP., FLUSH. LS 6359 PER PM 214/75-76..
(UNLESS NOTED OTHERWISE)
SCALE 1"=50' 0 INDICATES, FOUND 1 1/4" OD. IP., FLUSH, LS 4725, NO REFERENCE, ACCEPTED
AS MONUMENT SET PER MB 423/87-93.
0 INDICATES, SET 1 1/4" OD. IP., FLUSH, RCE 22428.
X INDICATES, SEARCHED, FOUND NOTHING, SET NOTHING.
APN:358-130-066
BPELSG-2016 Page 2 of