cr19_0417CORNER RECORD
City of EASTVALE
Agency index CR190340
Document Number 2 0jq - O 111
County of RIVERSIDE , California
Brief Legal Description ARCHIBALD AVENUE; 299' f NE'LY OF CORBIN DRIVE
CORNER TYPE SEC. 3, T. 3 S., R. 7 W. SBM
COORDINATES (Optional )
N- E.
Government Corner[:] Control Elevation
Meander ❑ Property ❑ Units Metric ❑ U.S. Survey Foot
Rancho ❑ Other ❑ Horizontal Datum
Zone -Epoch Date
Date of Swvey8/20/18 & 12/13/18 Vertical Datum
This Corner Record
the Professional
Sig
SURVEYOR'S STATEMENT
repared by me or under my direction in conformance with
urveyors' Act on __ 5/20/2019
P.L.S.8R.G.E. No. 5411
COUNTY SURVEYOR'S STATEMENT
T�is_C/drner Record was received 14-03-0019
and examined and filed
Signed J P.L.S. or
RG -"C No.
Title v a
County Surveyor's Comment
BPELSG-2016 Page 1 of 2
► AND -e.
V��
4
No. 9017
Exp: 09-30-21 �tr�
❑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
Monument:
❑ Established
❑
Rebuilt ® Pre -Construction
❑ Found and tagged
■ Reestablished
❑
Referenced ® Post -Construction
Narrative of corner identified and monument
IN See sheet #2 for description (s):
as found, set, reset, replaced, or removed
This Corner Record
the Professional
Sig
SURVEYOR'S STATEMENT
repared by me or under my direction in conformance with
urveyors' Act on __ 5/20/2019
P.L.S.8R.G.E. No. 5411
COUNTY SURVEYOR'S STATEMENT
T�is_C/drner Record was received 14-03-0019
and examined and filed
Signed J P.L.S. or
RG -"C No.
Title v a
County Surveyor's Comment
BPELSG-2016 Page 1 of 2
► AND -e.
V��
4
No. 9017
Exp: 09-30-21 �tr�
Document Number 20 - 04Ir1 Agency Index
CR190340
REFERENCES
R-1 = CITY OF EASTVALE TIE SHEET T.B. 141/32
( ) = RECORD DISTANCE PER R-1
NOTE: MEDIAN NO LONGER EXIST.
.s,
Z
m > LOT 4 LOT 5
TRACT NO. 30913-1 TRACT NO. 30913-1
U I M.B. 406/1-22 M.B. 406/1-22
I 7ARCHIB�A�LD
o���299' r
AVENUE
MONUMENT NOTES
AFD 1" IP & TAG IS 7557" 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 LEAD, TACK & TAG IS 7557" IN T.C. PER R-1
■ FD LEAD, TACK & TAG IS 7557" 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