HomeMy WebLinkAboutCR0364P0401-0401City of County of
Brief Legal Description
CORNER TYPE
N.
Government Corner
Meander
Rancho
Date of Survey
Control
Property
Other
Elevation
Units
Horizontal Datum
Zone
COORDINATES (Optional)
E.
Metric
Epoch Date
Vertical Datum
Complies with Public Resources Code §§8801-8819
Complies with Public Resources Code §§8890-8902
PLS Act Ref.:
Corner/
Monument:
8765(d)
Left as found
Found and tagged
8771
Established
Reestablished
8773
Rebuilt
Referenced
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
See sheet #2 for description(s):
Other:
Pre-Construction
Post-Construction
U.S. Survey Foot
Document Number
, California
SURVEYOR’S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Professional Land Surveyors’ Act on
Signed P.L.S. or R.C.E. No.
COUNTY SURVEYOR’S STATEMENT
This Corner Record was received
and examined and filed
Signed
Title
County Surveyor’s Comment
.
.
P.L.S. or R.C.E. No.
Page 1 of 2
Agency IndexCORNER RECORD
ADELANTO SAN BERNARDINO
INST # 83-095639 O.R. RS 93/83
9201
SEPTEMBER, 2022
BPELSG-2016
34
X
T6N, R5W, S.B.M.
NOVEMBER, 2023
MLS # 23_038
November, 2023
JULY 15, 2025
23-01102
364/401
COUNTY SURVEYOR STATEMENT
This Corner Record was Received
and examined and filed 07/15/2025
Signed P.L.S. or R.C.E. No.8302
County Surveyor's Comment
Title County Surveyor
In the interest of public welfare and to provide timely constructive notice to the general public, this
Corner Record has been filed with the County Surveyor's office.
11/16/23
LEGEND
INDICATES FOUND 1" IRON PIPE WITH PLASTIC PLUG "LS 5803" PER
RS 93/83, ACCEPTED, UNLESS NOTED OTHERWISE.
INDICATES SET 1" IRON PIPE WITH NAIL AND TAG IN CONCRETE,
STAMPED "PLS 9201" UNLESS NOTED OTHERWISE
INDICATES RECORD DATA PER RS 93/83
INDICATES BASIS OF BEARINGS
(XXX)
BOOK/PAGE
INST # 83-095639 O.R.
RS 93/83
SCALE:
1"=120'
JOB # 23_038
30
'
30
'
℄ HIBISCUS ROAD
B.O.B.
IN
S
T
.
#
8
3
-
0
9
5
6
3
9
B.
O
.
B
.
=
(
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)
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63
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)
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'
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"
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N89°46'59"W 333.79' (N89°48'42"W 333.93')333.97' (333.93')
N89°49'45"W 1001.72' (N89°48'42"W 1001.60')
667.75' (333.93')
N89°47'17"W 668.17' (N89°45'28"W 668.18')
334.08' (334.09')
334.07'334.08'
334.09' (334.09')
POSITION ESTABLISHED
BY USING FOUND LOT
CORNER MONUMENT AS
TIE AND HOLDING LINE.
COULD NOT CREATE
FROM MONUMENT EAST
AS RS 93/83 SHOWS
ANGLE POINT AT THIS
LOCATION.
POSITION ESTABLISHED
BY PRORATION PER
RS 93/83
CN 1/16 SEC. 34
23-01102364/401Document Number Agency Index