cr19_0431CORNER RECORD Agency Index C R190354
Document Number j
City of EASTVALE County of RIVERSIDE California
Brief Legal Description ARCHIBALD AVENUE & WIND RIVER ROAD
SEC. 3, T. 3 S., R. 7 W. SBM
CORNER TYPE COORDINATES (O tional )
Government Corner[:]
Control
Meander ❑
Property
Rancho ❑
Other
N. E. p
■ Elevation
❑ Units Metric ❑
❑ Horizontal Datum
Zone
U.S. Survey Foot N
Epoch Date
Date of Survey8/20118 & 12/13/18 Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
[]Complies with Public Resources Code §§8890-8902
PLS Act Ref: ❑ 8765 (d) 0 8771 ❑ 8773 ❑ Other:
Corner/ ❑ Left as found ❑ Established ❑ Rebuilt 0 Pre -Construction
Monument ❑ Found and tagged E Reestablished ❑ Referenced E 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�l V D
This Corner Record a repared by me or under my direction in conformance with
v Cn ❑
the Profes ' n urveyors' Act on 5/20/2019 No. 5411
Signed P.L.S. ^�1= No. 5411 �,� Exp. 9/30/20
CAL -
V ! COUNTY SURVEYOR'S STATEMENT
This Corner Record was received Z�!'7
and examined and filed Z-5 = 2cl19
Signed C��yl t P.L.S. or R -C -E. No. 90/7
Title
County Surveyor's Comment
BPELSG-2016 Page 1 of 2
No. 9017
Exp. 09-30-21
Document Number 7-01q - 0416 \ Agency Index
CR190354
REFERENCES
R-1 = COUNTY OF RIVERSIDE TRACT NO. 31643-1, M.B. 422/95-109
R-2 = COUNTY OF RIVERSIDE TRACT NO. 30913-1, M.B. 406/1-22
R-3 = CITY OF EASTVALE TIE SHEET T.B. 141/15
( ) = RECORD DISTANCE PER R-3
[ ] = RECORD & MEASURED DISTANCE PER R-3
BC = BEGINNING OF CURVE
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MONUMENT NOTES
AFD 1" IP & PLASTIC PLUG STAMPED IS 3—__—", ACCEPTED AS 1" IP & TAG IS 3640" PER
R-1, FLUSH, BEFORE CONSTRUCTION. MONUMENT DESTROYED DURING ROAD CONSTRUCTION,
SET GEAR SPIKE & WASHER STAMPED IS 5411" FLUSH PER TIES HEREON AFTER CONSTRUCTION.
® FD 1" IP TACK & TAG IS 7557" PER R-2 & R-3, FLUSH, BEFORE CONSTRUCTION. MONUMENT
DESTROYED DURING ROAD CONSTRUCTION, SET GEAR SPIKE & WASHER STAMPED IS 5411"
FLUSH PER TIES HEREON AFTER CONSTRUCTION.
FD LEAD, TACK & TAG IS 7557 TIE" IN T.C. PER R-3.
Q FD LEAD, TACK & TAG IS 7076" IN T.C. NO REFERENCE, FITS DISTANCE OF LEAD, TACK & TAG
IS 7557 TIE" PER R-3.
O FD LEAD & TACK IN T.C. 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 POSITION(S) OF SAID MONUMENT(S), NOR THE DIMENSIONAL RELATIONSHIP TO
STREET CENTERLINES OR PROPERTY BOUNDARIES. 18-HAR-674
BPELSG-2016 Page 2 of 2