HomeMy WebLinkAboutCR0362P0479-0479Elevation
N.E.
Units Metric U.S. Survey Foot
Horizontal Datum
Zone Epoch Date
Vertical Datum
Complies with Public Resources Code
Complies with Public Resources Code
SSSS
SSSS
8801-8819
8890-8902
Signed
the Professional Land Surveyors' Act on
This Corner Record was prepared by me or under my direction in conformance with
P.L.S. or R.C.E. No.
,.
,
,.
This Corner Record was received
and examined and filed
Signed
Title
P.L.S. or R.C.E. No.
Page 1 of 2
COORDINATES (Optional )
(s ):See sheet #2 for description
8765(d )
X
X
X
SEE REVERSE
2022
9320
RANCHO CUCAMONGA SAN BERNARDINO
NORTH LINE ONLY; LOT 9 TRACT NO. 6243, MB 81/91-92.
SEPTEMBER 03, 2022
SEPTEMBER 04
33
BPELSG-2016
CORNER RECORD
COUNTY SURVEYOR'S STATEMENT
CORNER TYPE
SURVEYOR'S STATEMENT
County Surveyor's Comment
City of
Brief Legal Description
Agency Index
Document Number
County of , California
PLS Act Ref:Other:8771 8773
Corner/
T01N R6W
Pre-Construction
Reestablished Referenced Post-Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
Government Corner
Meander
Rancho
Control
Property
Other
Date of Survey
X
PROFESSOINAL LAND SURV
YE
O
R
ST
TA
A
A
E O
O
F
F
C LI
I
RN
C
A
I
HOL S
L
D.E
L
S
P L S 9320...
IN
Monument:
Found and tagged
Left as found Established Rebuilt
X
22-01849
362/479
COUNTY SURVEYOR STATEMENT
This Corner Record was Received
and examined and filed 06/17/2025
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.
09/26/2022
S0
0
°
0
6
'
1
9
"
W
3
7
7
.
9
0
'
(
3
7
8
.
0
0
'
)
14
9
.
9
6
'
(
1
5
0
.
0
0
)
[
1
5
0
.
0
0
'
]
22
7
.
9
4
'
(
2
2
8
.
0
0
'
)
22
7
.
9
4
'
(
2
2
7
.
9
5
'
)
((
4
4
.
7
3
'
)
)
((
7
5
.
0
0
'
)
)
((
7
5
.
0
0
'
)
)
((
7
5
.
2
2
'
)
)
42
.
0
1
'
(
4
2
.
0
0
'
)
MB 81/92-92
LOT 11
MB 81/92-92
LOT 10
MB 81/92-92
LOT 9
MB 81/92-92
LOT 8
S89°53'41"E 120.05' (120.00')
N89°59'20"E 153.02' [153.00']
CL OF PECAN AVE. NO REF.
ACCEPTED AS BC POINT ON
WITH NO PUNCH DN.2".
FD. 1/2" RAIL ROAD SPIKE
PROPORTION.
SET NOTHING, EST. BY
SEARCHED FD. NOTHING,
PER MB 76/79-80.
AVE AND LARRERA STREET.
CL INTERSECTION OF PECAN
NO PUNCH DN.2". ACCEPTED
FD. 1/2" RAIL ROAD SPIKE WITH
5757, PER MB 79/79-80.
TRACT LINE OF TRACT NO.
POINT ON THE EASTERLY
CL OF LARRERA STREET AND A
TAG " RCE 8205", ACCEPTED AS
FD. 1" IRON PIPE WITH NAIL &
UP 2".
STAMPED "PLS 9320",
WITH PLASTIC PLUG
SET 1" IRON PIPE
PRODUCED.
PROPERTY LINE
NORTHERLY OF THE
NO REF. POINT IS 0.67'
FD. NAIL IN TOP OF CURB,
DRIVEWAY.
FLUSH IN CONCRETE
SET NAIL & TAG " PLS 9320",
((90°00'00"))
SET
NOTHING, NOTHING
SEARCHED FOUND
MB 76/79-80
LOT 14
NO. 6243 MB 81/91-92.
EASTERLY LINE OF TRACT
AND A POINT ON THE
NO. 16279-1 MB 295/31-40
WEST CORNER OF TRACT
ACCEPTED AS THE SOUTH
TOP OF BLOCK WALL,
FD. NAIL & TAG "LS 6217" IN
N00°06'40"E 376.72' 376.74' M
B 295/31-40
Document Number Agency Index
BPELSG-2016 Page 2 of 2
PER MB 81/91-92.
(-----) INDICATES RECORD DATA
BA
S
I
S
O
F
B
E
A
R
I
N
G
S
25
7
.
8
6
'
11
8
.
8
6
'
PER MB 81/91-92.
((-----)) INDICATES RECORD & MEASURED
PER MB 79/79-80.
[-----] INDICATES RECORD DATA
33'
33'
30'
PROPORTION.
SET NOTHING, EST. BY
SEARCHED FD. NOTHING,
79
.
9
8
'
(
8
0
.
0
0
'
)
MB 81/92-92
MB 76/79-80
LOS CEDROS AVE
PE
C
A
N
A
V
E
LARRERA STREET1"=50'
14
7
.
9
6
'
(
1
4
8
.
0
0
'
)
362/479 22-01849
COUNTY SURVEYOR STATEMENTThis Corner Record was Receivedand examined and filed 06/17/2025Signed P.L.S. or R.C.E. No.8302County Surveyor's CommentTitleCounty SurveyorIn the interest of public welfare and to provide timely constructive notice to the general public, thisCorner Record has been filed with the County Surveyor's office.