cr22_0694CORNER RECORD Agencylndex cue Z" -72 -
Document Number 2022-0694
City of BEAUMONT County of RIVERSIDE , California
Brief Legal Description HARDWICK AVENUE, STY OF BROOKSIDE LANE_ _
SEC. 4, T. 3 N., R. 1 W. CORNER TYPE
I ❑ Government Corner E Control
— —-- — ❑ Meander ❑ Property
. ❑ Rancho ❑ Other
Date of survey 11/18/21 & 5/2/22
N.
Elevation
Units
COORDINATES (Optional)
E.
❑ Metric [:)U.S. Survey Foot
Horizontal Datum
Zone Epoch Date
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:
0 See sheet #2 for description (s):
SURVEYOR'S STATEMENT
V
This Corner Record wa a ared by me or under my direction in conformance with cysL�.c
the Professio a S yors' Act on 6110/2022 No. 5411
* Exp. 9/30/22
Signe P.L.S...�� No. 5411ga��
Z ' COUNTY SURVEYOR'S STATEMENT
T ' arner Record was received AUG 25 2022
12/20/2022 �1pL
and examined and fi�G'4
Signed P.L.S. orRfsE. No. 8488 a '
No. 8488
Title Riverside County Surveyor * Exp. 12-31-24
County Surveyor's Comment
OF- CA�-1F
BPELSG-2016 Page 1 of 2
Document Number 2022-0694
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MONUMENT NOTES
FD 1 1/2" IRON PIPE TAGGED IS 8145", NO REFERENCE, FLUSH, BEFORE CONSTRUCTION. SAID
MONUMENT DESTROYED DURING CONSTRUCTION. SET GEAR SPIKE & WASHER STAMPED IS 5411"
PER TIES HEREON, FLUSH, AFTER CONSTRUCTION.
9 FD NAIL &-TAG- "LS 494-1 IN --TOP OF CURB; NO -REFERENCE. -.
0 FD LEAD & TACK IN TOP OF CURB, NO REFERENCE.
O SET LEAD, TACK & TAG IS 5411" IN TOP OF CURB.
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. 21 -ALL -531 AT
BPELSG-2016 Page 2 of 2