HomeMy WebLinkAboutCR0365P0437-0437CORNER RECORD Agency Index _____
Document Number_____
San Bernardino CaliforniaCrestline________ County of
Lots 119 & 120 of Tact 3016, SEC 25 T2N R4W SBM
City of____________
Brief Legal Description
COORDINATES (Optional)CORNER TYPE
E.N
FI Government Corner P] Control
FI Meander
] Rancho
Elevation
fl Metric [x] U.S. Survey Foot[x] Property Units25] Other Horizontal Datum
Zone Epoch Date
Date of Survey November 12, 2024 Vertical Datum
| Complies with Public Resources Code §§8801-8819
] Complies with Public Resources Code §§8890-8902
] 8773□ 8771H 8765(d)Other:PLS Act Ref.:
[Xl Rebuilt
Referenced
^ Established
lx] Reestablished
[X| Left as found
Found and tagged
Pre-ConstructionCorner/
Monument:Post-Construction
Narrative of comer identified and monument as found, set, reset, replaced, or removed:
[7] See sheet #2 for description(s):
LAND
&£27/, \0
(Jonathan M Johnson r
LS 9842
SURVEYOR’S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
December 8, 2024the Professional Land Surveyors/Act on
9842P.L.S. or No.Signed
COUNTY SURVEYOR’S STATEMENT
This Corner Record was received
and examined and filed
P.L.S. or R.C.E. No.Signed
Title
County Surveyor’s Comment
Page 1 of 2BPELSG-2016
24-00609
365/437
COUNTY SURVEYOR STATEMENT
This Corner Record was Received
and examined and filed 07/31/2025
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.
12/09/24
Document Number Agency Index
BPELSG-2016 Page 2 of 2
20'
20'
20'
T=38.
9
9
'
T=3
8
.
9
9
'
1" = 40'
20'
BASE
L
D
R
I
V
E
(RA
D
)
N
4
0
°
4
9
'
1
0
"
E
(RAD)
N
5
8
°
0
6
'
2
1
"
E
N 52°
2
1
'
0
0
"
E
1
0
3
.
6
4
'
( N 5
2
°
2
1
'
0
0
"
E
1
0
3
.
6
4
'
)
N 41°
4
1
'
2
0
"
E
1
0
1
.
8
9
'
( N
4
1
°
4
1
'
2
0
"
E
1
0
1
.
8
9
'
)
N 27
°
5
7
'
5
0
"
E
9
6
.
8
0
'
( N
2
7
°
5
7
'
5
0
"
E
9
6
.
8
0
'
)
S 49°
1
0
'
5
0
"
E
6
5
.
8
0
'
( S 4
9
°
1
0
'
5
0
"
E
6
5
.
8
0
'
)
S 49°
1
0
'
5
0
"
E
2
7
4
.
1
2
'
[
S 49
°
1
0
'
5
0
"
E
2
7
4
.
1
7
'
]
BASI
S
O
F
B
E
A
R
I
N
G
118
199
198
121
LOT 119
LOT 120
10.00
'
M1
M2
M3 M4
S
2
7
°
0
8
'
0
0
"
E
1
3
7
.
6
1
'
[
S
2
7
°
0
7
'
1
0
"
E
1
3
7
.
5
8
'
]
FD BOAT SPIKE
ACCEPTED AS CL PI,
DN 0.1' IN AC
NO REFRENCE
SURVEYOR'S NOTES
FOUND MONUMENT SEE NOTE
FOUND MONUMENT PER CR 11/47
FOUND MONUMENT PER CR 11/47, EXISTING MONUMENT FOUND TO BE
UNSTABLE. REBUILT BY SETTING 1" IRON PIPE WITH TACK & TAG "LS 9842" DN 1.0'
UNLESS OTHERWISE NOTED
( ) RECORD INFORMATION PER CR 11 / 47
[ ] RECORD INFORMATION PER MB 41 / 63-67
M1 S 39° 12' 10" E 43.36' ( S 39° 12' 10" E 43.36')
M2 S 39° 12' 10" E 45.00' ( S 39° 12' 10" E 45.00')
M3 ∆= 17° 17' 11" R=180.00' L=54.31' ( ∆= 17° 17' 11" R=180.00' L=54.31' )
M4 ∆= 22° 03' 40" R=200.00' L=77.01' ( ∆= 22° 03' 40" R=200.00' L=77.01')
MB 41 / 63-67
FD DECAYED WOOD
STAKE IN LIEU OF 2X2
STAKE AND TAG "LS
4153" ACCEPTED AS
PROPERTY CORNER,
SET 1" IRON PIPE W/
TACK & TAG "LS 9842",
DN 2.3' IN DIRT
FD 1" IRON PIPE W/
PLASTIC PLUG "RCE
11436" ACCEPTED AS
CL PI, DN 0.5' IN AC,
CR 32/44
FD MAG NAIL
ACCEPTED AS CL PI,
FLUSH IN AC,
CR 147/109
365/437 24-00609