cr23_0223CORNER RECORD Agency Index
Document Number
,20.2.3• 3
City of EASTVALE County of RIVERSIDE , California
Brief Legal Description 68TH STREET; 106'± & 131'± E'LY OF ANGUS STREET/RIMMON ROAD
SEC. 25, T. 2 S., R. 7 W. CORNER TYPE COORDINATES (Optional)
II N. E.
❑ Government Corner 0 Control
❑ Meander ❑ Property
❑ Rancho ❑ Other
Elevation
Units
❑ Metric ❑ U.S. Survey Foot
Horizontal Datum
Zone Epoch Date
Date of Survey 01 /21/22 & 02/16/22 Vertical Datum
❑Complies with Public Resources Code §§8801-8819
[]Complies with Public Resources Code §§8890-8902
PLS Act Ref.: ❑ 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:
N See sheet #2 for description (s):
SURVEYOR'S STATEMENT �56c,V`t V. -
This
•This Corner Record was p pared by me or under my direction in conformance with
the Pro ssiona d rveyor, Act on 1 1 /14/2022 —' No. 5411
Sia d P.L.S. ,T�� No. 5411 Exp. 9/30/2%
8o
l COUNTY SURVEYOR'S STATEMENT
Record was received / 7/gl L,9
and examined and filed
Signed �' P.L.S. or Rte. No.1W2
Title Deputy County Surveyor
County Surveyor's Comment
BPELSG-2016 Pagel of 2
Document Number �0�3' ��a3 Agencv Index Q24 2921
REFERENCES AND LEGEND
R1 = COUNTY OF RIVERSIDE CENTERLINE TIE NOTE
SHEET T.B.
137/275
R2 = COUNTY OF RIVERSIDE CENTERLINE TIE NOTE
SHEET T.B.
139/164
( i = RECORD DISTANCE PER R1
[ ] = RECORD & MEASURED DISTANCE PER R1
= RECORD & MEASURED DISTANCE PER R2
N.T.S.
LOT 80
LOT 60
TRACT NO. 28946-1
TRACT NO. 28945
M.B. 308/29
M.B. 288/17
GO
�v. 544g,,5tK'
Ch
68TH
STREET
o,~
106'± TO^,
ANGUS STREET
LOT 50
TRACT NO. 28946-2
AA.R. 370 /Z
24.60'
LOT 53
TRACT NO. 31386
u f" syn /n
M.0. .3...;� ._
43'± TO
MORAB STREET
' MONUMENT NOTES
® FD 1" IRON PIPE & TAG STAMPED IS 5529" PER R1, FLUSH, BEFORE CONSTRUCTION.
FD NOTHING, SET GEAR SPIKE & WASHER STAMPED IS 5411" PER TIES HEREON, FLUSH, AFTER
CONSTRUCTION.
FD 1" IRON PIPE & NAIL, ACCEPTED AS POSITION OF 1" IRON PIPE & TAG IS 5529" PER R2,
DOWN .2', BEFORE CONSTRUCTION.
FD NOTHING, SET GEAR SPIKE & WASHER STAMPED IS 5411" PER TIES HEREON, FLUSH, AFTER
CONSTRUCTION.
FD RAMSET IN TOP OF CURB PER R1.
E) FD RAMSET IN TOP OF CURB PER R2.
N FD RAMSET IN TOP OF CURB PER R1 & R2.
51 FD LEAD & TACK IN TOP OF CURB, NO REFERENCE.
THE PURPOSE OF THIS RECORD IS TO DOCUMENT THE PERPETUATION OF FOUND MONUMENT(S) PURSUANT TO THE PLS ACT SECTION 8771.
NO CLAIM IS MADE REGARDING THE CORRECTNESS OF THE POSITIONS) OF SAID MONUMENT(S), NOR THE DIMENSIONAL RELATIONSHIP TO
STREET CENTERLINES OR PROPERTY BOUNDARIES. 22 -ALL -559 BKO
BPELSG-2016
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