cr20_0050CORNER RECORD Agency Index LR �Q
Document Number 2.O ZO - 0060
City of SAN JACINTO County of RIVERSIDE , California
Brief Legal Description BISSELL PLACE; 320' f NW'LY OF GRAND AVENUE
SEC. 34, T. 4 S., R. 1 W. S.B.M.
CORNER TYPE COORDINATES (Optional)
N. E.
❑ Government Corner Control Elevation
❑ Meander ❑ Property
❑ Rancho ❑ Other
Units ❑ Metric ❑ U.S. Survey Foot
Horizontal Datum
Zone Epoch Date
Date of Survey, 12/03/18& 1/28/19 Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
[:]Complies with Public Resources Code §§8890-8902
PLS Act Ref:
❑ 8765(d)
E
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:
N See sheet #2 for description (s):
SURVEYOR'S STATEMENT�FID �_ � D S�\
This Corner Record w prepared by me or under my direction in conformance with
v F` O
the Professi all eyors' Act on 8/26/2019 �' No. 5411
Signe P.L.S. ^o�G.E. No. 5411 Exp. 9/30/20�\Q%
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received a �' NO s(s,��
and examined and filed r� QPM NF1 �®
Signed �,Z P.L.S. or No.
No. 9017
Title U�" �� (p Exp. 09-30-21 e�
County Surveyor's Comment
BPELSG-2016 Pagel of 2
DnmjmPnt Ni imhar An---,, e„A-
- --- "..J F.v - VVtD(-) r1yciwy JJIUVA
REFERENCES
R1 = COUNTY OF RIVERSIDE PARCEL MAP NO. 13395, P.M.B. 65/97
J W
W U
N -j N.T.S.
Ln
LOT 4 20.26'LOT 9
PARCEL MAP NO. 13395 2Al',ARCEL MAN NO. 13395
M.B. 65/97 M.B. 65/97
h �
P
MONUMENT NOTES
FD 1 1/12" BRASS DISK STAMPED IS 28-31" PER R-1, FLUSH, BEFORE CONSTRUCTION.
SET GEAR, SPK & W, STAMPED IS 5411", PER TIES HEREON, FLUSH, AFTER
CONSTRUCTION.
® FD LEAD & TACK IN T.C. NO REFERENCE.
O SET LEAD, TACK & TAG IS 5411" IN T.C.
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.
BPELSG-2016 R.?
,q6,2