HomeMy WebLinkAboutCR0365P0118-0118No. 9455
DAVID W. KROMMENHOEKPROFESSIONAL LAND SURVEYOR
STATE OF CALIFORNIA
City of
CORNER RECORD
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.
BPELSG-2016 Page 1 of 2
Agency Index
VICTORVILLE SAN BERNARDINO
30
SEC
SEC 30, T5N., R4W.
9455
LOT 103 TRACT 5694, SEC 30, T5N.,R4W.
JULY 13 2024
24-00474
365/118
COUNTY SURVEYOR STATEMENT
This Corner Record was Received
and examined and filed 07/22/2025
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.
7/31/24
(E) CHAIN
LINK FENCE
BASIS OF BEARINGS
CEREZO ROAD
(N89° 35' 00"E 1246.31' R1)N89° 35' 00"E 1245.79'
N89° 35' 00"E 243.32'N89° 35' 00"E 895.81'
(N89° 35' 00"E 1243.45' R1)N89° 33' 55"E 1243.20'
DOS PALMAS ROADLC
L1
N0
0
°
2
0
'
1
0
"
E
4
4
7
.
6
1
'
(N
0
0
°
1
9
'
3
0
"
E
4
4
7
.
2
9
'
R
1
)
DE
L
G
A
D
O
R
O
A
D
LC
L2 L4
L3
30.00'
30.00'
30
.
0
0
'
40
.
0
0
'
(E
)
W
A
L
L
-
IR
O
N
F
E
N
C
E
10.00'
10' P.U.E.
10' P.U.E.
50' B.S.L.
50' B.S.L.
25
'
B
.
S
.
L
.
50
.
0
0
'
50
.
0
0
'
25.00'
25.00'
50
.
0
0
'
(E)WALL
20.00'
10.00'10.00'
PMB 70/33-49
LOT 103 LOT 104 LOT 105LOT 102LOT 101
LOT 84LOT 85LOT 86LOT 87LOT 88
LC
EL
E
V
A
D
O
R
O
A
D
LC
(N
0
0
°
4
1
'
3
0
"
E
4
4
7
.
3
4
'
R
1
)
S0
0
°
4
0
'
0
6
"
W
4
4
7
.
2
6
'
40.00'
40.00'
30
.
0
0
'
40
.
0
0
'
25
'
B
.
S
.
L
.
25.00'
25.00'
50
.
0
0
'
50
.
0
0
'
20.00'
BPELSG-2016 Page 2 of 2
Document Number Agency Index
Feet
0 100 200
LEGEND:MONUMENT'S NOTES:
INDICATE FOUND AS NOTES
BASIS OF BEARINGS:
BEARINGS HEREON ARE BASED ON CENTER
LINE CEREZO RD, BEING N89°35'00"E
PER PMB 70/-33-49
R1=PMB 70/33-49
REFERENCES:
INDICATE SET 1" I.P. NAIL & TAG,
P.L.S.9455.
FD 2" I.P. BRASS DISK ILLEGIBLE
ACCEPTED AS INTERSECTION
DOS PALMAS RD & EL EVADO RD
PER PMB 70/33-49
FD 1" I.P. OPEN, 0.30' UNDER
ACCEPTED AS INTERSECTION
DOS PALMAS RD & DEL GADO RD
PER PMB 70/33-49
FD PK 0.30' UNDER
ACCEPTED AS INTERSECTION
CEREZO RD & DEL GADO RD
PER PMB 70/33-49
FD PK & TAG, SBDSURV
ACCEPTED AS INTERSECTION
CEREZO RD & EL EVADO RD
PER PMB 70/33-49
FD 1" I.P.CAP PLS5803
ACCEPTED AS PROPERTY CORNER
PER PMB 70/33-49
LINE DATA
LENGHTNo.BEARING
L1 N89°35'00"E 106.66'
(N89°35'00"E R1) (106.70' R1)
L2 N00°19'34"E 188.75'
(N00°19'30"E R1) (188.65' R1)
L3 N89°34'28"E 106.67'
(N89°35'00"E R1) (106.70' R1)
L4 N00°19'47"E 188.77'
(N00°19'30"E R1) (188.65' R1)
365/118 24-00474