cr19_0430CORNER RECORD Agency Index CR190353
Document Number _ 043 O
City of EASTVALE County of RIVERSIDE , California
Brief Legal Description ARCHIBALD AVENUE & SOLEIL DRIVE
SEC. 34, T. 2 S., R. 7 W. SBM
CORNER TYPE COORDINATES (O tional )
Government Corner❑
Meander ❑
Rancho ❑
Control
Property
Other
N. E. p
® Elevation
❑ Units Metric ❑
❑ Horizontal Datum
Zone Epoch Date
Date of Survey8/20/18 & 12/13Z1 Vertical Datum
U.S. Survey Foot ■
Narrative of corner identified and monument as found, set, reset, replaced, or removed
U See sheet #2 for description (s):
SURVEYOR'S STATEMENT�, V D ,S1.
This Corner Recor prepared by me or under my direction in conformance with ��¢C��.G�"�
the Pro an jrveyors' Act on 5/20/2019 '' No. 5411 A
S ned P.L.S.etel=- No. 5411 *,� Exp. 9/30/20�,�`
9y, Ol F& _1F
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received__ %G -713'Z9/9
and examined and filed /Z'5-' ZOf 9
Signed /— P.L.S. or R•a'E. No._9 47
Title Ltlei
or iv 11
County Surveyor's Comment
BPELSG-2016 Page 1 of 2
❑ 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
99
■ Reestablished
❑
Referenced ®Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed
U See sheet #2 for description (s):
SURVEYOR'S STATEMENT�, V D ,S1.
This Corner Recor prepared by me or under my direction in conformance with ��¢C��.G�"�
the Pro an jrveyors' Act on 5/20/2019 '' No. 5411 A
S ned P.L.S.etel=- No. 5411 *,� Exp. 9/30/20�,�`
9y, Ol F& _1F
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received__ %G -713'Z9/9
and examined and filed /Z'5-' ZOf 9
Signed /— P.L.S. or R•a'E. No._9 47
Title Ltlei
or iv 11
County Surveyor's Comment
BPELSG-2016 Page 1 of 2
Document Number Z-O\R— QAZQ Agency Index
REFERENCES
CR190353
R-1 = CITY OF EASTVALE TIE SHEET T.B. 146/27
( ) = RECORD DISTANCE PER R-1
[ ] = RECORD & MEASURED DISTANCE PER R-1
N.T.S.
MONUMENT NOTES
A FD 1" IP & PLASTIC PLUG STAMPED IS 5529° PER R-1, FLUSH, BEFORE CONSTRUCTION.
MONUMENT DESTROYED DURING ROAD CONSTRUCTION, SET GEAR SPIKE & WASHER STAMPED
IS 5411" FLUSH PER TIES HEREON AFTER CONSTRUCTION.
0 FD RAMSET NAIL 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
BPELSG-2016 Page 2 of 2