HomeMy WebLinkAboutCR0366P0493-0493Elevation
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
X
2025
9320
JOSHUA TREE SAN BERNARDINO
LOT 59, TRACT 2786 MB 39/03-04
AUGUST 25, 2025
25
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/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
Monument:Found and tagged
Left as found Established Rebuilt
X
AUGUST 25
ND SURV
YE
OR
ST
TA
A
A
E O
O
F FCLI
I
RN
C
A
I
HOL S
L
D.E
L
S
P L S 9320...
INPROFESSOINAL LA
25-00478
366/493
COUNTY SURVEYOR STATEMENT
This Corner Record was Received
and examined and filed 09/08/2025
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.
05/07/2025
N89°41'13"E ((137.51'))
((35.00'))
((117.50'))
S00°19'06"E [[55.00']]
N89°40'54"E 334.96' [[335.00']]
((167.50'))
MB 39/03-4
LOT 59
NOT SURVEYED
MB 39/11-12
TRACT 2811
N00°18'38"W 609.94' (610.00)'
((510.00'))
((475.00'))
N89°41'31"E 335.04' [[335.00']]
Δ = ((89°59'22"))
R = ((20.00'))
L= ((31.41'))
Δ = ((90°00'38"))
R = ((20.00'))
L= ((31.42'))
S00°19'04"E 609.99' [[610.00']]
Do
c
u
m
e
n
t
N
u
m
b
e
r
Ag
e
n
c
y
I
n
d
e
x
Pa
g
e
2
o
f
2
BP
E
L
S
G
-
2
0
1
6
30'
30'
30'
30'
30'30'
30'30'
30.00'
& CR 221/053.
[[XXXX.XX]] - RECORD & MEASURED DISTANCE PER TRACT 2811MB 39/11-12
((XXXX.XX)) - RECORD & MEASURED DISTANCE PER TRACT 2786 MB 39/03-04
(XXXX.XX) - RECORD DISTANCE PER TRACT 2786 MB 39/03-04
OR SET
NOTHING FOUND
SEARCHED
NOTHING FOUND
ALONG RIGHT OF WAY,
SEARCHED
M3
M1
M4
M2
M5
MONUMENT NOTES
59, MB 39/03-04.
PER CR-221/053, ACCEPTED AS SOUTH WEST CORNER LOT
M6 - FD. 5/8" REBAR WITH PLASTIC CAP "PLS 6394", FLUSH
59, MB 39/03-04
PER CR - 221/53. ACCEPTED AS NORTH WEST CORNER LOT
M5 - FD. 3/4" IRON PIPE WITH NAIL & TAG "LS 6394", DN 12"
FLUSH. PER CR - 221/53,
M4 - M2- FD. 1" IRON PIPE WITH NAIL & TAB "S.B.CO SURV",
FLUSH. PER CR - 221/53,
M3- FD. 1" IRON PIPE WITH NAIL & TAB "S.B.CO SURV",
FLUSH. PER CR - 221/53,
M2- FD. 1" IRON PIPE WITH NAIL & TAB "S.B.CO SURV",
221/ 53. ACCEPTED AS INTERSECTION.
M1 - FD. 3/4" PIPE WITH REBAR , NO PLASTIC PLUG PER CR
M6
NOT SURVEYED
MB 39/03-04
TRACT 2786
SET 1" IRON PIPE WITH NAIL & TAG "PLS 9320" FLUSH.
1" = 40'
CHOLLITA ROAD
COMMERCIAL STREET
CE
N
T
E
R
S
T
R
E
E
T
EL
R
E
P
O
S
A
D
O
S
T
R
E
E
T
167.46' [[167.50']]
25
-
0
0
4
7
8
36
6
/
4
9
3