cr25_1658CORNER RECORD Agency Index CR250229 _
N b 2
City of
Brief Legal Description
SEC. 7,
T. 3S., R. 5W., S.B.M.
RIVERSIDE
Document Um er
_ County of _ RIVERSIDE
LOT 9 OF STOTTS TRACT PER M.B. 7/59.
CORNER TYPE
❑ Government Comer ❑ Control
❑ Meander ❑X Property
❑ Rancho ❑ Other
Date of Survey December 17, 2024
PLS Act Ref.: ❑X 8765(d) 118771
Comer/ ❑X Left as found Established
Monument: Found and tagged rX_j Reestablished
, California
COORDINATES (Optional)
N. E.
Elevation _
Units ❑ Metric ❑ 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
❑ 8773 ❑ Other.
Rebuilt ❑ Pre -Construction
Referenced ❑ Post -Construction
Narrative of comer identified and monument as found, set, reset, replaced, or removed:
�✓ See sheet #2 for description(s):
SURVEYOR'S STATEMENT
This Comer Record was prepared by me or under my direction in conformance with the
Professional Land Surveyors' Act on
Signed
March 16 2025
P.L.S. No. 4343
COUNTY SURVEYOR'S STATEMENT
This Comer Record was received J�x
and examined and filed
Signed P.L.S. or R.GA No. I ��
Title V 1 O
County Surveyor's Comment
jj4Nn s�,�G
�Ca 4
1 GABRIEL D.
YBARRA
LS4343
'4OF CAL�FO�
BPELSG-2016 Page 1 of W.O. 24-118
Document Number tN - 1 6L
SURVEYOR'S NOTES
BASIS OF BEARINGS IS TAKEN FROM CENTERUNE OF STOTTS STREET
PER P.M. 259/25-26, BEING S 33 56'00' E.
i DENOTES FOUND MONUMENTS AS NOTED.
O DENOTES SET LEAD, BRASS NAIL do TAG L.S. 4343. IN
CONCRETE SIDEWALK, 0.5' TO PROPERTY CORNER, ALONG
THE SIDE LOT LINE PROJECTED, UNLESS OTHERWISE NOTED.
(R1) DENOTES RECORD DATA PER M.B. 7/59.
(R2) DENOTES RECORD OR CALC'D DATA PER P.M. 259/25-26.
C.R.T.B. DENOTES CITY OF RIVERSIDE TIE BOOK.
S.F.N. DENOTES SEARCHED, FOUND NOTHING.
Agency Index CR250229
UNE DATA SCALE: 1"=100'
Q
BEARING
DISTANCE
1
N 33'S6'00' W
73.23'
TN
3355'45" W
66.00'
N 33'S6'00" W
50.01'
C�)
N 56-05'10" E
140.14'
N 33'55'53" W
50.01'
fi
N 33'55'45' W
50.01'
7
N 33'54'50" W
33.00'
;73.26' R2)
;66.00' R2)
;50' R1)
;140' R1)
;50' R1)
;50' R1)
'33.00' PER PM 240/52-54)
PT. FALLS ON S.M.H. PT. FALLS ON S.M.H.
EST. BY TIES PER GARFIELD STREET EST. BY TIES PER
C.R.T.B. 3074.TIF. C.R.T.B.3633.TIF.
N 56'05'10" E 330.21' (330.22' R2) } �%
.wZ R/W PER M.B. 7/59 �I
f4 280.21' (280' R1) (280.22' R2) f !
24.5'
25.5'
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w
CO
P. M. 259/25-26 CO W
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SET C-NAIL do TAG
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c->-j f I —24.s r NORTH MAGNOLIA —25.5' o f
�7 I AVENUE y ! I (330' PER
ci
260.31' (280' R1) (280.33' R2) M.B. 25/98-99)
R/W PER M.B. 7/59 ;,, } (330.53' R2)
`= 330.7 rr ¢_ 330.31' (330.33' R2) +^ 330.53'
L N 56'05'10' E 991.60'
- 0 i (991.64' PER PM 240/52-54) I Q S F.N.
S.F.N. FD. CHISELED "X' WMAIL EST. BY TIES PER
EST. BY TIES PER &TAG P.L.S. �S. 8399 IN T.C. C.R.T.B. 14895.TIF,
C.R.T.B. 3076.TIF. PER P.M. 259/25-26.
5
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