cr25_1419CORNER RECORD Agency Index CR250272 15 OF 20
Document Number 2025-1419
City of
Brief Legal Description
IDYLLWILD County of RIVERSIDE , California
ALONG C/L OF STATE HWY 243. +/- 2.118' N'LY OF OVERLOOK DR.
CORNER TYPE COORDINATES (Optional)
N. E.
Government Corner 0 Control �X Elevation
X I Meander 0 Property Units Metric U.S. Survey Foot �X
Rancho Other Horizontal Datum
Zone Epoch Date
Date of Survey April 7, 2025 Vertical Datum
Complies with Public Resources Code §§8801-8819
T.5S., R.2E., S.B.M. Complies with Public Resources Code §§8890-8902
PLS Act Ref.: ❑ 8765(d) 08771 ❑ 8773 ❑ Other:
Corner/ ❑X Left as found
❑ Established
Rebuilt
❑X 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):
SEE REVERSE
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Professional Land Surveyors' Act on 09/24/2025
Signed s:z_ P.L.S. or5..O 'No
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received 7/15/2025
and examined and filed 9/29/2025
Signed C ,,, P.L.S. oPR-e"E No.
Title Deputy County Surveyor
County Surveyor's Comment
LS 8233
9472
LAND
� G
Sean M. Smith o
* No. 8233
9TF OF C O' �
��ONPL LANp s\
ONAR�y
cc Q O
a °C No.9472
Exp.9-30-26
s
9 f OF
BPELSG-2016 Page 1 of 2
r1n r1C A r%
uocument Ivumper -v—j 1 T 1
nE)r)r-n0-70 1 C nC 7!1
Inaex —, - - w —,
N.T.S.
Cl TY OF ID YLL WILD, COON TY OF RI VERSIDE
STA TE OF CALIFORNIA
EDGE OF
PAVEMENT
SET IN
5'X5'X3'
ROCK
I
of
0
�I
SET IN
4'X5' ROCK
FD 1-1/2" IRON PIPE W/2" BRASS DISK
STAMPED "IDYLLWILD LAND SURVEYING
PLS 8197 TIPPLE", NO REFERENCE,
FLUSH IN A.C.
o�
x
EDGE OF
PAVEMENT
O,p
LEGEND
FD. MONUMENT AS NOTED
FD 1-1/2" IRON PIPE W/2" BRASS DISK STAMPED "PLS 8197 TIPPLE", NO REFERENCE, FLUSH
❑ SET LEAD, TACK & TAG STAMPED "LS 8233" ON ROCK OUT CROPPING,
FLUSH, UNLESS NOTED OTHERWISE.
O SET 1" IRON PIPE W/NAIL & TAG STAMPED IS 8233", DOWN 0.2' IN DIRT, UNLESS
NOTED OTHERWISE.
UNIT: U.S. SURVEY FOOT
POSTMILE RIV 7.19
LATITUDE: N33'45'22.3" LONGITUDE: W116'44'14.8"
BPELSG-2016 Page 2 of 2