HomeMy WebLinkAboutCR0364P0428-0428TWENTY-NINE PALMS
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X
CORNER RECORD
City of County of , California
Agency Index
Document Number
Brief Legal Description
COORDINATES (Optional)
N. E.
Elevation
CORNER TYPE
Control
UnitsProperty
Horizontal DatumOther
Zone Epoch Date
Vertical Datum
Metric U.S. Survey Foot
Complies with Public Resources Code 8801-8819sssss
Complies with Public Resources Code 8890-8902ssss
Government Corner
Meander
Rancho
Date of Survey
PLS Act Ref.:8765(d)8771 8773 Other:
Left as foundCorner/
Monument:Found and tagged
Established
Reestablished
Rebuilt
Referenced
Pre-Construction
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 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 STATMENT
This Corner Record was received
and examined and filed
Title
Signed P.L.S. or R.C.E. No.
County Surveyor's Comment
BPELSG-2016 Page 1 of 2
PLS No. 8549
SCOTT STURM
PROFESSIONAL LAND SURVEYOR
STATE OF CALIFORNIA
1
X
X
X
X
SAN BERNARDINO
LOT 52 MB 72/80
DECEMBER 12, 2023
DECEMBER 27 ,2023
8549
T.1N. R.9E., SBM
X
X
23-01325
364/428
COUNTY SURVEYOR STATEMENT
This Corner Record was Received
and examined and filed 07/09/2025
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.
12/29/2023
40.00'
N88° 57' 23"E 2636.66' (N88°57'33"W 2636.23' R1)
659.13' (659.02' R1)
293.61'
(293.56' R1)295.57' (295.51' R1)
40
.
0
0
'
30.00'
N88° 57' 21"E 2638.79' (N88°57'33"E 2638.24' R1)
N0
0
°
1
2
'
5
1
"
W
1
3
2
1
.
0
9
'
(
N
0
°
1
2
'
4
7
"
W
1
3
2
1
.
0
8
'
R
1
)
1977.62'
(1977.21' R1)
661.17' (661.03' R1)
295.53'
(295.46' R1)295.59' (295.52' R1)
31
2
.
7
7
'
(
R
&
M
)
31
2
.
7
7
'
(
3
1
2
.
7
8
'
R
1
)
S88° 57' 21"W 295.59'
(295.52' R1)
N0
0
°
1
2
'
4
8
"
W
1
2
5
1
.
0
9
'
93
8
.
3
2
'
(9
3
8
.
3
3
'
R
1
)
93
8
.
3
1
'
(
R
&
M
)
N0
0
°
1
2
'
5
1
"
W
1
2
5
1
.
0
8
'
N0
0
°
0
7
'
3
3
"
W
2
6
4
3
.
9
1
'
(
2
6
4
3
.
8
7
'
R
1
)
13
2
2
.
7
8
'
(
1
3
2
2
.
7
6
'
R
1
)
13
2
1
.
1
3
'
(
1
3
2
1
.
1
1
'
R
1
)
12
5
1
.
1
2
'
(
1
2
5
1
.
1
1
R
1
)
30
.
0
0
'
N0
0
°
1
3
'
0
5
"
W
2
6
4
2
.
5
4
'
(
N
0
°
1
2
'
4
7
"
W
2
6
4
2
.
1
5
'
R
1
)
13
2
1
.
0
7
'
(
1
3
2
1
.
0
8
R
1
)
13
2
1
.
4
7
'
(
1
3
2
1
.
0
7
R
1
)
1977.53'
(1977.21' R1)
Page 2 of 2
Agency Index
BPELSG-2016
Document Number
Page 2 of 2BPELSG-2016
N
00 100'200'
LOT 52
MB 72/80
BASIS OF BEARING'S
INDICATES FOUND MONUMENT AS NOTED.
INDICATES SET 1" IRON PIPE WITH PLASTIC PLUG, P.L.S. 8549 UNLESS OTHERWISE NOTED.
INDICATES RECORD DATA PER MB 72/80 TRACT NO. 5510
INDICATES RECORD AND MEASURED DATA PER MB 72/80 TRACT NO. 5510
THE CENTERLINE OF FLADERMAN AVENUE BEING (N00°07'33"W)
BU
L
L
I
O
N
M
O
U
N
T
A
I
N
R
O
A
D
VALLE VISTA ROAD
(R1)
(R&M)
LOT
5
1
LOT
6
1
LOT
6
2
AM
A
D
O
R
A
V
E
N
U
E
FA
L
D
E
R
M
A
N
A
V
E
N
U
E
ENCANTO DRIVE
FOUND 2'' IRON PIPE FLUSH IN LIEU OF
USGID BRASS CAP PER (R1) ACCEPTED
AS WEST 1/4 OF SECTION 1
FOUND USGID BRASS CAP CENTER OF
SECTION 1 PER (R1) DOWN 1.3'
FOUND 1" IRON PIPE OPEN DOWN .3' IN
LIEU OF 1" IRON PIPE WITH TAG
STAMPED CE 2694 PER (R1) ACCPETED
AS INTESECTION OF ENCANTO DRIVE
AND BULLION MOUNTAIN ROAD
FOUND SPIKE AND WASHER STAMPED
SBC SURVEYOR DOWN .2' IN LIEU OF
USGID BRASS CAP PER (R1) ACCEPTED
AS SOUTH WEST CORNER OF SECTION 1
FOUND USGID BRASS
CAP PER (R1)
DOWN 1.1'
FOUND 1" IRON PIPE FLUSH AND BENT0.6'
SOUTH OF LINE
NOT ACCEPTED AS 1" IRON PIPE PER (R1)
RE-ESTABLISHED BY
PRORATION.
ESTABLISHED BY
PRORATION.
23-01325364/428