cr24_1624CORNER RECORD Agency Index CR240378
Document Number as - l Lga4
City of Woodcrest Area
Brief Legal Description
X
Sec 18, T3S, R4W
County of Riverside , California
Lot 33 of Tract 25219-1 Der MB 270/21-28
CORNER TYPE
0 Government Corner
Q Control
QMeander
❑X Property
N.
Elevation
Units
COORDINATES (Optional)
E.
Metric ❑X U.S. Survey Foot
Lj Rancho Lj Other Horizontal Datum
Zone Epoch Date
Date of Survey February 14, 2024 Vertical Datum
Complies with Public Resources Code §§8801-8819
Complies with Public Resources Code §§8890-8902
PLS Act Ref.: ED 8765(d)
E18771
0 8773
E] Other:
Corner/ ❑X Left as found
Monument: ❑ Found and tagged
❑ Established
❑ Reestablished
❑ Rebuilt
❑ Referenced
0 Pre -Construction
0 Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
❑✓ See sheet #2 for description(s):
The original property corners were found per MB 270/21-28 and there were no encroachments into Lot
59.
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance
with the Professional Land Surveyors' Act on
Signed 4� a�'r� ) a&%
23.2024
P.L.S.. 5306
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received I 12 1
and examined and filed
Signed P.L.S. or R. .E, No.
Title �>�(.�k�
County Surveyor's Comment
�N LA/Vo
�y*O N WM�TG�G
to NO. �
a.
5306
C
BPELSG-2016 Page 1 of2
DOCUMENT NUMBER�-t.� -
AGENCY INDEX CR240378
BPS\5 OF `M 1
ASH
TON LANE
M1
M1
r
M2
C1
N
0
0
34 w 33
0
� O I
2
16� '29
M4 59
SURVEYOR'S NOTES:
M3
32
P`I IQN/C PIATA
C1 0
=18'34'40"
R1
R
= 330.00'
R 1
L
= 107.00'
R 1
C2 0
=28'13'16"
R1
R
= 300.00'
R 1
L
= 147.77'
R 1
LINE DATA
L1 = N65'59'10"W 107.00' R1
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE OF ASHTON LANE PER
MB 270/21-28; BEING N65'59'10"W.
INDICATES FD MONUMENTS PER MONU NOTES.
■ INDICATES FD NAIL & TAG IN TOP OF CURB PER MONU NOTES.
R1 INDICATES RECORD AND MEASURED DATA PER MB 270/21-28.
MONUMENT NOTES:
M 1 FD 1 " IP FLUSH WITH TAG LS 3547 IN LIEU OF TAG RCE 21740 PER MB 270/21-28.
M2 FD NAIL & TAG STAMPED LS 3547 IN TOP OF CURB ON PROLOGATION OF
SIDE LOT LINES PER MB 270/21-28.
M3 FD 1" IP UP 0.3' WITH TAG LS 3547 IN LIEU OF TAG RCE 21740 PER MB 270/21-28,
M4 FD 1" IP DN 0.2' WITH TAG LS 3547 IN LIEU OF TAG RCE 21740 PER MB 270/21-28,
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