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CORNER RECORD Agency Index
Document Number
City of County of , California
Brief Legal Description
CORNER TYPE COORDINATES (Optional)
N. E.
Government Corner Control Elevation
Meander Property Units Metric U.S. Survey Foot
Rancho Other Horizontal Datum
Zone Epoch Date
Date of Survey Vertical Datum
Complies with Public Resources Code §§8801-8819
Complies with Public Resources Code §§8890-8902
PLS Act Ref.: 8765(d) 8771 8773 Other:
Corner/
Monument:
Left as found Established Rebuilt Pre-Construction
Found and tagged Reestablished Referenced 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 STATEMENT
This Corner Record was received
and examined and filed
Signed P.L.S. or R.C.E. No.
Title
County Surveyor’s Comment
10
25-00760
367/281
TOWN OF YUCCA VALLEY SAN BERNARDINO
LOTS 49 & 54, TR 7581, MB 98 / 99-100, SECTION 10, T.1S., R.5 E. S.B.M.
March 13, 2020
4
March 31, 2020
L.S. 5174
NDD
NE A
C
E S R
O R
R ARLS
L
ES T
N
CAFOEASTTLIFORIA
O
EXP. 6-30-2027
NO. 5174
E
F.ES
I
N
L UV
CH
T Y
NDD
NE A
C
E SR
O R
R ARLS
L
ES T
N
CAFOEASTTLIFORIA
O
EXP. 6-30-2027
NO. 5174
E
F.ES
I
N
L UV
CH
T Y
COUNTY SURVEYOR STATEMENT
This Corner Record was Received
and examined and filed 01/13/2026
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.
12/30/2025
N
0
°
0
4
'
5
4
'
'
W
5
5
4
.
5
9
'
N 89°44'31''E 225.77'
N 22°58
'
23
'
'E 164
.
75
'
1322.55'314.04'(1323.05')(314.16')
(N
0
°
0
5
'
3
9
'
'
W
5
5
4
.
9
2
'
)
23
4
.
8
6
'
31
9
.
7
3
'
(3
1
9
.
9
1
'
)
(2
3
5
.
0
0
'
)
[N 67°00'00''W 281.39']
UP 0.4'DN. 0.2'
DN. 0.1'
DN. 0.1'UP 0.5'
49
49
53
52
51
50
56 55
MB
98/99-100
FREE GOLD DRIVE
FREEGOLD
COURT
FD
.
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1
/
4
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.
S
E
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.
1
0
FD. 1/2" REBAR & PLASTIC
PLUG LS 7424, FLUSH, NO
RERERENCE ACCEPTED AS
CORNER OF LOTS 56&57
MB 98/99-100.
N
0
°
0
5
'
3
7
'
'
W
1
9
1
.
0
6
'
C2
C4
(1) 18°37'59'' 370.00'120.32'
(2)14°44'11''370.00'95.16'
3°53'48''370.00'25.16'(3)
(4)134°33'09''45.00' 105.68'
Curve Delta Radius Length
1 18°38'30''370.00'120.38'
2 14°44'30''370.00' 95.20'
3 3°53'53''370.00'25.17'
4 134°35'53'' 45.00'105.71'
(N
0
°
0
5
'
3
9
'
'
W
1
9
1
.
2
2
'
)
(N 89°44'31''E 225.93')
N 66°36'44''W 187.35'
(N 66°36'46''W 187.18')
(N 23
°00
'
00
'
'E 164
.
93
'
)
57
L 1
L 2
L 3
L 4
Line Bearing Distance
1 N 70°37'31''W 96.86'
(2) N 67°00'00''W 125.00'
(3)N 67°00'00''W 125.00'
(4) S 89°44'21''W 96.39'
(1) N 70°35'13''W 96.87'
3 N 66°58'08''W 124.91'
4 S 89°49'57''W 96.44'
2 N 67°01'55''W 125.07'
Document Number Agency Index
BPELSG-2016 Page 2 of 2
N 89°46'39''E 1636.59'
SCALE: 1" = 100'
(N 89°44'58''E 1637.21')
S 55°34'29''W (R)
C1
C3
N 10°10'22''E (R)
SURVEYOR'S NOTES
BASIS OF BEARINGS IS THE NORTH EASTERLY LINE OF
LOTS 50-52 BEING N 67°00'00"W PER MB 98/99-100.
INDICATES FOUND 1" I.P. & PLASTIC PLUG RCE 23256,
FLUSH, IN LIEU OF TAG LS 2722, UNLESS OTHERWISE
NOTED, ACCEPTED AS POINT INDICATED.
INDICATES FOUND 1" I.P. & TAG LS 2722, FLUSH, UNLESS
OTHERWISE NOTED.
INDICATES SET 1" I.P. & TAG LS 5174 FLUSH.
( ) INDICATES RECORD DATA PER MB 98/99-100.
[ ] INDICATES RECORD AND MEASURED PER MB 98/99-100.
20-310a
54
25-00760367/281