cr23_0532CORNER RECORD Agencylndex CR211065
Document Number _20�23 — 0S3L
City of RIVERSIDE County of RIVERSIDE , California
Brief Legal Description SEC. 12, TOWNSHIP 3 SOUTH, RANGE 6 WEST, S.B.M., CENTERLINE REYNOLDS ROAD
SOUTH OF INTERSECTION WITH COUNTY FARM ROAD,
CORNER TYPE COORDINATES (Optional)
N. E.
1�
•
MGovernment Corner Q Control
QMeander Property
Elevation
Units M Metric M U.S. Survey Foot
Lj Rancho L_j Other Horizontal Datum
Date of Survey
Zone Epoch Date
04/06/2020 vertical Datum
Complies with Public Resources Code §§8801-8819
Complies with Public Resources Code §§8890-8902
PLS Act Ref.: 8765(d)
8771
E18773
E] Other:
Corner/ ElLeft as found
Monument: El Found and tagged
FlEstablished
❑ Reestablished
E] Rebuilt
Referenced
Pre -Construction
ElPost-Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
® See sheet #2 for description(s):
\O \g- L ANO S
SURVEYOR'S STATEMENT
4 c^
This Corner Record was prepared by me or under my direction in conformance withERIC K. o
a- OSTERODE 0
the Professional Land Surveyors' Act on 10/27/2020 * No. 9371
Signed 9 CF V F
�c%� `%����'w'� P.L.S. or�ENo. 9371 �c` O
CA
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received 3 ` /�5 12-3
and examined and filed 3 —15 ,W 3 Q
Signed P.L.S. or R.C.E. No. 0488
Title c khm'] S�4Y�J w
County Surveyor's Comment
BPELSG-2016 Page loft
Document Number !:)�3 oS3a Agencv Index CR211065
EX. R/W
CURB &
GU TTER
POR. LOT 6
M. B. 51185
COUNTY FARM ROAD
i
W
Z
W I I EX. R/W
\�
CURB &
GUTTER
PARCEL 2
22•?°_ P.M.B. 236149-53
/
44-80'
�, I
I 1 p9 I
I
� ' I
50.21' \
22 s3' \ �� PARCEL 2
P. A.4. B. 2361
POR. LOT 6 p�/ �� ��' \\ 49-53
M. B. 5 185 �� 1p i ?� \ EX. R W
EX. R/W CURB &
® vo� \ GUTTER
CURB & �A � O O
GUTTER
�J�
LEGEND
DATE OF SURVEY.• 04/06/2020
• INDICATES FOUND i" I.P. WITH LS 8508
TAG,„ FLUSH, PER P.M.B. 236/49-53.
A INDICATES FOUND COPPERWELD
MONUMENT, FLUSH, AT NORTHERLY AND
SOUTHERLY POINTS OF CURVE OF
REMOLDS ROAD PER P.M.B.
236/49-53.
Q;,; INDICATES SET NAIL AND TAG STAMPED
"LS 9371 TIE" IN TOP OF CURB.
BPELSG-2016
SCALE: 1" = 20'
20' 10' 0 20'
Page 2 of 2