cr24_0631CORNER RECORD Agency Index CR180627
Document Number 4�— 0&31
City of Moreno Valley County of Riverside ,
Brief Legal Description Lot 1, of Tract No 34407, Book 425, Page 46 and 48 of Maps
CORNER TYPE
❑ Government Corner ❑ Control
N.
Elevation
California
COORDINATES (Optional )
E.
❑ Meander Property Units ❑ Metric 0 U.S. Survey Foot
❑ Rancho ❑ Other Horizontal Datum
X Zone Epoch Date _
Date of Survey 1 1'2'2018 vertical DatuFra
❑ Complies with Public Resources Code§§ 8801-8819
❑ Complies with Public Resources Code§§ 8890-8902
PLS Act Ref:E 8765(d ) ❑ 8771 ❑ 8773 ❑ Other:
Corner ❑ Left as found ❑ Established ❑ Rebuilt ❑ Pre —Construction
Monument: ❑ Found and tagged Reestablished ❑ 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 April 1 2024 7d
Signed P.L.S or 6379 No.6879
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received 04/01/2024
and examined and filed���
Signed _ P.L.S. or . No.
Title Riverside County Surveyor
County Surveyor's Comment
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BPELSG-2016 Page 1 of 2 APN: 296-293-0128-8
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REFERENCES:
(R1) TRACT NO.34407 M.B.425/46-48
(R2) TRACT NO, 15320 M.B. 140/84-86
-----------------\
//- S89'33'46"E 610.38'- \
L15 0 262.21'
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LEGEND
• - INDICATES FOUND MONUMENT AS NOTED
0 - INDICATES SET MONUMENT AS NOTED
---------------�\
/ �S89'33'46"E 610.38'� \
26221----r---' L8
\ LID /
DETAIL 13-
(N89-33'05"W R1) M M
3 N89'33'46'W BAY AVENUE (809809.09 M
660.38' (660.30' R1)(660.28' R2) 1
148.71 N89'33 46"W S$7.38' S87.- RI)61
262.21
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610.10' (610.15' R1)
�N89'33'18"W
4 J (N89.33'21 "W R1)
LINE TABLE
UNEI
BEARING
DISTANCE
L1
N00'25'44"E
49.46'
49.46' R1
L2
N44'34'16"W
5.66'
(5.66' R1)
L3
N00'25'44"E
33.00'
(33.00' R1)
L4
N45'25'44"E
5.66'
(5.66' R1)
L5
N43'19'36"W
(N43-20'31"W R1)
33,24'
(33.24' R1)
L6
N45'25'44"E
24.00'
L7
N89'33'46"W
22.99'
L8
N89'33'46"W
NB9'33'05"W R1)
104.61'
(104.55' R1)
L9
S45'26'14"W
S45-26'55"W R1
5.66'
(5.66' R1)
LINE TABLE
LINE
BEARING
DISTANCE
L10
N89'33'46"W
39.00'
(N89'33'05"W R1)
(39.00' R1)
L11
N44'33'46"W
5.66'
N44'33'05"W R1
5.66' R1
L12
S45'26'14"W
5.66'
(S45-26'55"W R1)
(5.66' R1
L13
N44'33'46"W
38.24'
N44-33'05"W R1
(38.24' R1)
L14
N44'33'46"W
5,66'
N44-33'05"W R1
(5.66' R1
L15
N44'33'46"W
127.31'
N44-33'05"W R1
127.31' R1)
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MONUMENTAND
ESTABLISHMENT NOTES:
FD. 1/2" RO❑ WITH 1-1/2" PUNHED BRASS CAP
DN. 0.2' IN WELL, PER R1
O-FD. 1" I.P. WITH PLAS'nC PLUG TAGGED
"LS3018" N73'15'59"E 0.29' (S77"17'40'E 0.22'
PER R1)
O-FD, 1" I.P. NO TAG, NO REF, ACCEPTED AS CL
INT. PER R2
4 FD. LEAD, TACK & TAG, TAGGED "LS 7705" ON
TOP OF WALL IN LIEU OF 1" I.P. TAGGED L.S.
7705 PER R1
O -SET LEAD, TACK & TAG, STAMPED "LS 6379"
6 -ESTABLISHED BY INTERSECTION, SET 1" I.P.
TAGGED "LS 6379", FLUSH.
7 -FD. 1" I.P. IN WELL TAGGED "LS 3018", PER R1.
DOWN 0.4'
-ESTABLISHED BY PROPORTION
BPELSG-2016 Page 2 of 2 APN: 296-293-012-8