cr19_0426CORNER RECORD Agency Index C R190349
Document Number 2 - Zlu
City of EASTVALE County of RIVERSIDE , California
Brief Legal Description ARCHIBALD AVENUE RIVER ROAD & KENDRA LANE
CORNER TYPE SEC. 10, T. 3 S., R. 7 W. SBM
Government Corner[:]
Control
Meander ❑
Property
Rancho ❑
Other
COORDINATES (Optional)
N. E.
0 Elevation
❑ Units Metric ❑
❑ Horizontal Datum
Zone Epoch Date
Date of Survey/18 & 12/13/18 Vertical Datum
U.S. Survey Foot 12
El Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref: ❑ 8765(d) 8771 ❑ 8773 El Other:
Corner/ ❑ Left as found ❑ Established ❑ Rebuilt Y
Monument: EJFound and tagged 0 Reestablished ❑ Referenced
® Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
See sheet #2 for description (s):
This Corner Record wa
the Professional
Sig
SURVEYOR'S STATEMENT
by me or under my direction in conformance with
rveyors' Act on 5/20/2019
P.L.S.„tel=. No. 5411
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received /0-Z3-Za/9
and examined and filed /Z - S'-Zo/ l
Signed C P.L.S. or &8-5. No, g01
Title �GrT9
County Surveyor's Comment
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�Q LAND S,
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Exp. 9/30/20
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No. 9017'
Exp• 09-3d-2JAA
Document Number MSS - 04.21n Agency Index
CR190349
REFERENCES
R-1
= CITY OF
EASTVALE TIE
SHEET T.B.
141/97
R-2
= CITY OF
EASTVALE TIE
SHEET T.B.
141/58
R-3
= COUNTY
OF RIVERSIDE
TRACT NO.
30913-1, M.B. 406/1-22
( )
= RECORD
DISTANCE PER
R-2
= RECORD
DISTANCE PER
R-3
[ ]
= RECORD
& MEASURED
DISTANCE
PER R-1
< >
= RECORD
& MEASURED
DISTANCE
PER R-2 ry
I
1 I �•I'
w
z I
Q
J
cp
RIVER ROAD ARCHIBALD AVENUE
1
EXISTING C/L PER R-3
co d
N N
CONSTRUCTION C/L PER R-3
p
I
z
w
Y
MONUMENT NOTES
® FD 1" IP & TAG IS 7557" PER R-2 & R-3, FITS TIES PER R-2, ACCEPTED AS CONSTRUCTION
CENTERLINE PER R-3, FLUSH, BEFORE CONSTRUCTION. MONUMENT DESTROYED DURING ROAD
CONSTRUCTION, SET GEAR SPIKE & WASHER STAMPED IS 5411" FLUSH PER TIES HEREON AFTER
CONSTRUCTION.
Q FD NOTHING, SET TEMP PK NAIL PER TIES ON R-1, FLUSH, BEFORE CONSTRUCTION. TEMP PK
NAIL DESTROYED DURING ROAD CONSTRUCTION, SET GEAR SPIKE & WASHER STAMPED IS 5411"
FLUSH PER TIES HEREON AFTER CONSTRUCTION.
9 FD LEAD, TACK & TAG IS 7557" IN T.C. PER R-1.
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 POSITION(S) OF SAID MONUMENT(S), NOR THE DIMENSIONAL RELATIONSHIP TO
STREET CENTERLINES OR PROPERTY BOUNDARIES, 18—HAR-674
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