cr25_1638Agencyindex
CORNER RECORD Document Number
City of LAKE ELSINORE County of
CR250288 105 of 109
2025-1638
RIVERSIDE , California
Brief Legal Description STILLWATER COURT CUL DE SAC; W'LY OF CL INT. OF LANTERN HILL LANE
SEC. 33, T. 5 S., R. 5 W. CORNER TYPE COORDINATES (Optional)
N_ E.
❑ Government Corner Control Elevation
— — ❑Meander ❑Property
Units ❑ Metric U.S. Survey Foot
❑ Rancho ❑ Other Horizontal Datum
I Zone Epoch Date
PRE: 02/10/2025 vertical Datum
Date of Survey POST: 04 22 2025 [-]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.
See sheet #2 for description (s):
SURVEYOR'S STATEMENT
This Corner Record was pre ared by me or under my direction in conformance with
the Professi a a eyors' Act on 6 30 2025
Signed P.L.S. eF R.G.F. No. 5411
COUNTY SURVEYOR'S STATEMENT
d 7/25/2025
This Corner Record was receive
and examine d iled
Signed
/ / , . 10/15/2025
Title DEPUTY COUNTY SURVEYOR
County Surveyor's Comment
P.L.S. orR.G.E. No. 9472
/oNPC LANps\
�ONAR�y
r O
a °C No.9472
Exp.9-30-26
sgT�OF CAOFO���
BPELSG-2016 Page 1 of 2
Document Number
2025-1638
REFERENCE NOTES:
R1 = TRACT MAP 24624-7, M.B. 255/020-028
Agency Index
CR250288 105 OF 109
N.T.S.
MONUMENT NOTES:
A FD 1" IRON PIPE STAMPING ILLEGIBLE, FITS POSITION OF 1" IRON PIPE &
TAG "NO" PER R1, FLUSH, BEFORE & AFTER CONSTRUCTION.
fp FD LEAD, TACK & TAG "LS 5346" IN TOP OF CURB, NO REFERENCE.
Q SET LEAD, TACK & TAG "LS 5411 TIE" 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 POSITION(S) OF SAID MONUMENT(S), NOR THE DIMENSIONAL RELATIONSHIP TO
STREET CENTERLJNES OR PROPERTY BOUNDARIES. 25-ALL-425 RY
BPELSG-2016 Page 2 of 2