cr23_1734O R [� ! C [� RECORD
CORNER
Agency Index CR 211268
I V L 1 \
Document Number Pbo23 - /-73 4
Gity-ef- UNINCORPORATED TERRITORY OF THE County of
RIVERSIDE , California
Brief Legal Description Parcel 546, Record of Survey, RS 3V39-43;
Section 3, T7S, R5E, SBM
CORNER TYPE
COORDINATES (Optional)
j ❑ Government Corner ❑ Control
N. _ E. _
Elevation
X
El meander Property perty
Units El Metric ❑ U.S. Survey Foot
❑ Rancho ❑ Other
Horizontal Datum
Zone Epoch Date
Date of Survey 1012012021
Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref: X❑ 8765(d) ❑ 8771
❑ 8773 ❑ Other:
Corner/ ❑X Left as found ❑ Established
❑ Rebuilt ❑ Pre -Construction
Monument: ❑ Found and tagged X❑ Reestablished
❑ Referenced ❑ Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
X❑ See sheet #2 for description(s):
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Professional Land S rveyorst on October 27, 2021
Signed _ P.L.S. No.� 7627
COUNTY SURVEYOR'S STATEMENT
This Comer Record was received September 18, 2023
and examined and filed
Signed
Title County Surveyor
County Surveyor's Comment
P.L.S. or R.C.E. No. 8488
/\0Npl LANo s�
5,` S1 EVEN 4p�
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°- No. 7627
4
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BPELSG-2016 Page 102
Document Number
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Anencv Index CR 211268
r 60' ROAD EASEMENT
544 PER RS 31/I9-43
I _ PINYON DRIVE
I
I
I �,1
— — 547
\ 44' ROAD EASEMENT �lj
Y l jPER RS 31/39-43 12
1 0
CRI 05 0591 5 1
(329.98') 34.14' WEST 200.00'
1 — J 329.43 y
—^---y --
V 44 lv I 554
EST 374.78 , CRI 07-0590
l Basis of Bearing 1
\ 553
JOB # 348S-001
0
0
O INDICATES I' IP W/ PLUG STAMPED, tS
7627", FLUSH. RECORD DATA SHOWN PER
RS 31/39-43.
* INDICATES FD 2 x2", NO TAG, ON 0.1, PER
CRC` 07-0591, REPLACED W17H I" IP., IS
7627, UNLESS OTHERWISE NOTED.
• INDICATES FD 1' IP W/ TAG STAMPED IS
4797 , UP 0.1' PER CRI 07-0591
■ INDICATES FD 2 x2" HUB W/ TAG STAMPED
tS 4797" UP 0.1' PER CRI 07--0591
UNLESS OTHERWISE NOTED.
545
L--.._j
EAST 240.00'
f 200.02'
i
gl
546
N
40' ROAD EASEMENT
PER RS 31/39-43
j �, 40'.
200.12' 1
WEST 24o.12'
555 1
L20
poi
pwp�mi 79
ti
—T
1. SEARCHED AND FOUND NOTHING AT
ALL PARCEL CORNERS UNLESS
OTHERWISE NOTED.
2. ALL BEARINGS AND DISTANCES ARE
RECORDED AND MEASURED PER RS
31/39-43.
3. ( ) INDICATES REC. DATA PER
CR 1 07-0591.
M
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