cr23_0045Agency Index
190602
Document Number}
City of UNICORPORATED AREA County of RIVERSIDE California
Brief Legal Description Lot 7, of Tract No. 2724 - M.B. 48 / 18-20
SECTION 21 T.5S. RAW. SBM
CORNER TYPE COORDINATES (Optional)
Government Corner M Control
ri Meander 17X Property
N.
Elevation
Units
C�
Metric nU.S. Survey Foot
Lj Rancho U Other Horizontal Datum
Zone Epoch Date
X Date of Survey October 27, 2019 Vertical Datum
E] Complies with Public Resources Code §§8801-8819
Ej Complies with Public Resources Code §§8890-8902
PLS Act Ref.: X® 8765(d) ri 8771 8773 Other:
Corner/ R -11 -eft as found 1:1 Established Rebuilt Pre -Construction
Monument: Found and taggedReestablished1^1 Referenced Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
[✓ 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 Surveyors' Act on October 29, 2019
Signed �P.L.S. No. 9220
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received November 30, 2021
and examined and filed January 12, 2023
Signed �,to� P.L.S.
Title Deputy County Surveyor
County Surveyor's Comment
No. 9536
BPELSG-2016 Page 1 of2
Document Number 2.023- 00
Index 190602
BASIS OF BEARINGS: 100'80' 60' 40' 20' 0' 50' 100'
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE OF 1 " =1 00 '
GREENWALD AVENUE, AS SHOWN ON THE TRACT NO. 2724, RECORDED IN
BOOK 48, PAGES 18-20, OF MAPS, RECORDS OF RIVERSIDE COUNTY,
BEING NORTH 00' 18' 10" EAST
30.00
FND 11/4 " IP W/ TAG'
STAMPED "L.S. 2501"
FLUSH, ACCCEPTED AS
PROPERTY CORNER
PER M.B. 48!18-20
TRACT No. 2724
I nT 10
LOT 9
AUBRY STREET
N 8910Y20" E 270.43' R&M ---'
E�
FD. NOTHING, MONUMENT NOTES:
g
SET NOTHING A,
- FOUND MONUMENT AS NOTED
�-4I
ESTABLISHED AT
a
RECORD ANGLE &
o
ZW
DISTANCE OFF OF 0
- SET SET 1" IP, DOWN
0.1',
W
GREENWALD AVENUE.
WITH PLUG STAMPED
"PLS 9220"
>
B PER M.B. 48118-20.
Q)
OM E
N 8910J'20" E
330
661.74'
�
30..01
o
30.00
FND 11/4 " IP W/ TAG'
STAMPED "L.S. 2501"
FLUSH, ACCCEPTED AS
PROPERTY CORNER
PER M.B. 48!18-20
TRACT No. 2724
I nT 10
LOT 9
AUBRY STREET
LOT 8
FND1114"IP WIPLUG,
DN. 1.5', BENT &
ILLEGIBLE, 0.14' NORTH MB 48/18-20
OF LINE HELD RECORD
ANGLE & DISTANCE PER
—M.B.48118-20 44.00' MAURICIO AVENUE
N 89 03'34" E 991.96'
BPELSG-2016 Page 2 of 2
FND 1" IP
WIPLUG, DN. 1.1',
ILLEGIBLE,
ACCEPTED AS
CENTERLINE
INTERSECTION
PER RS 116/50
I IN LIEU OF 1" IP,
DN 1.0', TAGGER
"RIV CO. SURV"
W
W
Qz�
WSW
W o ALL DATA SHOWN
o HEREON IS RECORD
AND MEASURED
PER M.B.
48/18-20, UNLESS
OTHERWISE NOTED.
Q FN 1" BRASS CAP,
® DN. 1.5'
ACEPTED AS
SECTION CORNER
LOT C PER M.B. 48118-20
'21122"
28 27
N 8910Y20" E 270.43' R&M ---'
E�
,6-91'14'50"
g
R=20'
T=20.44'
L=31.85'
o
LOT 7
66
W
A 0.00,
—
o41
Q)
Q)
�
o
Z
N 8-9-0J'27- E 290.76' R&M
LOT 8
FND1114"IP WIPLUG,
DN. 1.5', BENT &
ILLEGIBLE, 0.14' NORTH MB 48/18-20
OF LINE HELD RECORD
ANGLE & DISTANCE PER
—M.B.48118-20 44.00' MAURICIO AVENUE
N 89 03'34" E 991.96'
BPELSG-2016 Page 2 of 2
FND 1" IP
WIPLUG, DN. 1.1',
ILLEGIBLE,
ACCEPTED AS
CENTERLINE
INTERSECTION
PER RS 116/50
I IN LIEU OF 1" IP,
DN 1.0', TAGGER
"RIV CO. SURV"
W
W
Qz�
WSW
W o ALL DATA SHOWN
o HEREON IS RECORD
AND MEASURED
PER M.B.
48/18-20, UNLESS
OTHERWISE NOTED.
Q FN 1" BRASS CAP,
® DN. 1.5'
ACEPTED AS
SECTION CORNER
LOT C PER M.B. 48118-20
'21122"
28 27