cr23_0432• . . 0 :10101
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Agency Index
Document Numbers
mit<of UNINCORPORATED County of RIVERSIDE , California
Brief Legal Description PARCEL 17, PM 12027, PMB 66/58-63, SEC. 2, T7S R1 W, S.B.M.
CORNER TYPE
Government Corner Control
Meander Property iR
N.
Elevation
Units
COORDINATES (Optional)
E.
Metric El U.S. Survey Foot Ffl
Rancho Li Other Lj Horizontal Datum
i
X Zone Epoch Date
Date of Survey January 6, 2023 Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
Complies with Public Resources Code §§8890-8902
PLS Act Ref.: 8765(d) 11 8771 El 8773 ElOther:
Corner/ ❑X Left as found
❑ Established
F� Rebuilt
Pre -Construction
Monument: El Found and tagged
❑X Reestablished
❑ Referenced
El Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
❑✓ See sheet #2 for description(s):
SURVEYOR'S STATEMENT P� LAND
This Corner Record was prepared by me or under my direction in conformance with ��� �L
Sean M. Smith �o
the Professional Land Surveyors' Act on February 7, 2023 a
Signed P.L.S. orBG-Hdrr. 8233 * No. 8233
9TF OF CPQ F�
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received 3 7 2- 3
and examined and filed 3 " 3
Signed / P.L.S. or R .E. No.
Title
County Surveyor's Comment
BPELSG-2016 Page loft
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N.T.S.
Aw ency Inaex
UNI N CORP ORA TED TERRI TORY
COON TY OF R/ VERSIDE
S TA TE OF CAL I FORNI A 1
' vpY AGER RD®
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o_�on nn+ n�o•�c+��+ _roc cam+ — N60'25'32"E POSITION.
i'—GVU." 'Z LU " L—""' � / Uf U5171UN,
(R=280.00' A=58'26'42" L=285.62) Y //1) RE-ESTABLISHED — — — — —
R=145.00' A=72' 18'47" L=183.00' -
(R=145.00' A=72'18'37" L=183.00')
S83'03'39"E (R)
S26'54'38"E (R),
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C— SFN
�N10'48'22"W
(R)
�S83-07'09"E (R)
�N06'53'40"E 107.54'
(N06'52'44"E 107.55')
N62'54'04"E 200.23'
R=180.00'
(N63'00'33"E 200.40')
SFN A=56'09'01 "
136.21' L=176.40'
i
\ �o (136.32') (R=180.00'
> A=56'07'49"
\
64.02'
L=176.34')
SEE
(64.08')
DETAIL
(RIGHT)
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APN 915-480-07
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PARCEL 17
W N O
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PARCEL MAP N0. 12027
a o o
RMB 66/58-63
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N89'41'00"E ^ 653.75'
(N89'41'29"E 6� 53.46')
BASIS OF BEARINGS
THE BEARINGS FOR THIS SURVEY ARE BASED UPON THE
SOUTHERLY LINE OF PARCEL 18, BEING
NORTH 89'41'29" EAST, AS SHOWN ON PARCEL MAP NO. 12027,
PMB 66/58-63.
UNITS: US SURVEY FEET.
NOTE: DISTANCES SHOWN ARE GROUND DISTANCES.
BPELSG-2016 Page 2 o/2
BY PROPORTION
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BASIS OF BEARINGS
N89'41'29"E
(N89'41'29"E)
LEGEND
• FD. 1" I.P. TAGGED "LS 4230",
FLUSH, PER PMB 66/58-63,
UNLESS OTHERWISE NOTED.
O SET 1" I.P. WITH TAG STAMPED
"LS 8233", DOWN 0.2'.
( ) RECORD DATA PER PARCEL MAP
12027, PMB 66/58-63.
APN 915-480-07