cr25_0579CORNER RECORD
City of Rancho Mira
Brief Legal Description
--------
i
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X
Agency Index CR231006
Document Number -
County of Riverside , California
Lot 23 per MB 131/28-31 SW 1/4 SEC. 1, T.5S., R.5E_
CORNER TYPE
❑ Government Corner 0 Control
0 Meander
0 Property
Rancho
0 Other
Date of Survey
March 24, 2023
PLS Act Ref.: 8765(d)
Corner/ Left as found
Monument: Found and tagged
8771
Established
Reestablished
N.
Elevation
COORDINATES (Optional)
E.
Units U Metric Lj U.S. Survey Foot
Horizontal Datum
Zone Epoch Date
Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
Complies with Public Resources Code §§8890-8902
El 8773 ElOther:
0 Pre -Construction
0 Post -Construction
❑ Rebuilt
❑ Referenced
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 AA r�92025
Signed P.L.S. or+�. - . No.
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received 04/30/25
and examined and filed
Signed
Title
County Surveyor
County Surveyor's Comment
P.L.S. or ROE. No. 8488
8232
/10P AND 3&'QL�
Ilfj ARMANDO M.
MAGANA 0
* No.8232
N Exp.12-31-25 �Q
DF CA1-RFD
`oNP1 LANDS
Mrtij� cn
CL No.8488
.0Exp. 12-31-26
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BPELSG-2016 Page 1 of2
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CR 21-508
CR 21-511
(C2}
LJ
11,
22
G
r
CR 21-512
LINE TABLE
LINE
BEARING
I LENGTH
(L1)
NO3'29'05"E
90.00'
(L2)
N86'30'55"W
70.00'
(L3)
N89'55'56"W
42.62'
(L4)
N00'14'51 "W
15.73'
(L5)
N00'29'52"E
20.81'
AGENCY INDEX CR231006
(1-4)(R) MOUNT HOLYOKE
DRIVE
CR 21-510
+--(C3) ,, (C4
C5)
LOT "D"
(C10}
L2 (L5)(R)
23 NO3'29'05"E
1.00'
FROM NW COR
LOT
a
'n
L2) 23 TO REBAR.
NW
Y
�
COR LOT 23
o
Ii1
62 OCCUPIED BY
HOUSE
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In
z
o
zo
0
0
m
z
MOUNT HOLYOKE DRIVE
LOT ❑
i
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
(Cl)
816.50'
5*51'41"
83.53'
(C2)
783.50'
10'56'51"
149.71'
816.50'
10*10'48"
'
145.07
r
783.50'
10*23'36"
142.13'
816.50'
5'29'48"
78.33'
48.00'
90'11'02"
75.55'
(C7)
390.23'
9'08'56"
62.31'
(C8)
767.00'
05'32'46"
74.24'
(C9)
767.00'
05'24'05"
72.31'
(Cl 0)
833.00'
04'39'22"
67.69'
CR 21-510
NOTE
ALL BEARINGS AND DISTANCES ARE RECORD & MEASURED
OR CALC'D PER MB 131/28-31, UNLESS OTHERWISE NOTED
BASIS OF BEARINGS
THE BASIS OF BEARINGS IS THE CENTER LINE OF
McGILL DRIVE BEING N 00'04'04" E PER MB 131/28-31
LEGEND
*INDICATES FOUND GEAR SPIKE AND WASHER LS 4989, FLUSH
® INDICATES SEARCHED, NOTHING FOUND NORTH
O INDICATES SET 5/8" REBAR WITH PLUG LS 8232, FLUSH
u INDICATES SET TAG LS 8232', ON TOP OF TREE STUMP -
( )INDICATES RECORD DATA PER MB 131/28-31 0 100' 200'
SCALE 1 "=100'
3F'tLZ)U—LU I b NAGE 2 OF 2