cr22_0824CORNER RECORD Agency Index CR210776
Document Number 2022-0824
City of UNINCORPORATED AREA County of RIVERSIDE , California
Brief Legal Description CENTERLINE OF OLEANDER AVENUE +/- 1,635' WLY OF DECKER ROAD
CORNER TYPE COORDINATES (Optional)
N. E.
❑ Government Corner ❑Control Elevation
❑ Meander ❑ Property Units ❑ Metric ❑ U.S. Survey Foot
-----------
3: 5
••--------3'S
❑ Rancho ❑X Other Horizontal Datum
Zone Epoch Date
X Date of Survey June 21, 2020 Vertical Datum
❑
SEC.35, T.3S., RAW. Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref.: ❑ 8765(d) ❑X 8771 ❑ 8773 ❑ Other:
Corner/ X❑ Left as found ❑ Established ❑ Rebuilt Pre -Construction
Monument: ❑ Found and tagged ❑ Reestablished Referenced ❑ Post -Construction
Narrative of comer identified and monument as found, set, reset, replaced, or removed:
❑✓ See sheet #2 for description(s):
THE PURPOSE OF THE CORNER RECORD IS TO TIE OUT THE CENTERLINE OF OLEANDER
AVENUE
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Professional Land Surveyors' Act on June 21 2020
Signed i P.L.S. or R.C.E. No. 7566
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received
and examined and filed
Signed
November 30, 2021
12/27/2022
P.L.S.-PRQoCopi-_-6 No. 8488
Title RIVERSIDE COUNTY SURVEYOR
County Surveyor's Comment
SPELSG-2016 Page 9 oft
/,\,3"AL LAIVq
CL JOHN R
DU ETT
Na No. 7,566 �¢
OF CALk�_
LANA`
No. 8488
* Exp. 12-31-24 *
Is� ��1
Document Number 2022-0824 Agency Index CR210776
BPELSG-2016 Poge 2 of 2
lib
4
C
0
i
�J
a
OLEANDER AVENUE0
Of
�-
Of
_w
—Y
C�
U
-110
r~
+ o
QG
QG
TIE
DISTANCE
L1
= 40.12'
L2
= 32.74'
L3
= 49.98'
L4
= 40.09'
LEGEND
- FOUND 3/4"
IP OPEN,
FLUSH. ACCEPTED AS THE SOUTHWEST CORNER
OF PARCEL
4, PER P.M. 8/54.
O - SET 1" IP
WITH NAIL
& TAG STAMPED "TIE LS 7566" FLUSH, IN DIRT
BPELSG-2016 Poge 2 of 2