cr24_0340CORNER RECORD
City of Winchester Area
Brief Legal Description
Agency Index CR231106
Document Number 2024-0340
County of Riverside
NE CORNER SEC. 5, T. 6S., R. 2W., S.B.M.
CORNER TYPE
0 Government Comer ❑ Control
N.
Elevation
❑ Meander 0 Property Units ❑ Metric U.S. Survey Foot
0 Rancho ❑ Other Horizontal Datum
, California
Date of Survey
COORDINATES (Optional)
E.
Zone Epoch Date
September 13, 2023 vertical Datum
❑ Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref.: ❑ 8765(d)
❑ 8771
08773
❑ Other:
Comer/ ❑ Left as found
Monument: ❑ Found and tagged
❑ Established
❑ Reestablished
E Rebuilt
❑ Referenced
❑ Pre -Construction
❑ Post -Construction
Narrative of comer identified and monument as found, set, reset, replaced, or removed:
❑✓ See sheet #2 for description(s):
FD. N&T TIES IN (3) BOULDERS PER TIE BOOK 059/153, SET 1-1/2" IP 18" LONG WITH BRASS
DISK STAMPED AS SHOWN TO RE-ESTABLISH THE NORTHEAST CORNER, SEC. 5, PER TIES,
RAISED MOUND OF STONE 2'X2', 1' HIGH.
SURVEYOR'S STATEMENT
This Comer Record was prepared by me or under my direction in conformance with
the Professional Land Surveyors' Act on September 13, 2023
Signed PiIL S.pr R.C_E. No. 4400
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received January 23, 2024
and examined and bled t r 2 3 12y
Signed P.L.S. or R.C.E. Na.
Title Riverside County Surveyor
County Surveyor's Comment
8488
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nnn A nn A n
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SURVEYOR'S NOTE
THIS IS NOT A BOUNDARY SURVEY. MONUMENTS SHOWN ARE GEOGRAPHICALLY LOCATED
AS FOUND FOR THE PURPOSE OF PRESERVATION. LINES ARE SHOWN IN RECORD
POSITIONS PER SUBJECT MAPS.
NORTHEAST CORNER SECTION 5, T. 6S., R.2W., S.B.M.
D ETA I L "A"
FOUND N&T TOP
OF 3'X5'X5' BOULDER
R2W
T5S
32 3
3 TISS
40
NOT TO SCALE
FOUND N&T TOP OF
3'X3'X3' BOULDER
FOUND N&T TOP
OF 6'X6'X6' BOULDER
FD. N&T TIES IN (3) BOULDERS PER TIE BOOK 059/153,
SET 1-1/2" IP 18" LONG WITH 3" BRASS DISK STAMPED AS
SHOWN. RE-ESTABLISHED THE NORTHEAST CORNER, SEC. 5,•
PER T1E BOOK 059/153, RAISED MOUND OF STONE 2'X2', 1'
HIGH.
NORTH LINE SEC. 5 '
PM (69/57 —59
Na ¶ .2 EAST LINE SEC. 5
SW. 5
NE COR. SEC. 5
T6S., R,2W., S.B.M
D ETAI L "A"
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