HomeMy WebLinkAboutCR0368P0130-0130Elevation
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
2026
9320
SAN BERNARDINO SAN BERNARDINO
LOT 12, ARROWHEAD PARK UNIT NO. 2 MB 26/48
APRIL 03, 2026
22
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
APRIL 04, 2026
ND 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...
INPROFESSOINAL LA
COUNTY SURVEYOR STATEMENT
This Corner Record was Received
and examined and filed 04/17/2026
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.
04/06/2026
26-00332
368/130
Ag
e
n
c
y
I
n
d
e
x
Do
c
u
m
e
n
t
N
u
m
b
e
r
Pa
g
e
2
o
f
2
BP
E
L
S
G
-
2
0
1
6
N89°54'00"E 708.21' (706.61')
S00°02'28"E 624.07'
N89°55'54"E 707.37'
S00°02'08"W
624.46'
40'
40'
S00°02'08"W 558.17' (558.60')
S00°02'28"E 557.85' (558.85')
578.15' (576.61')
49.94' (50.00')
49.96' (50.00')
125.32' (125.00')N89°55'21"E
258.38' (257.61')
133.01' (132.61')125.37' (125.00')
S00°01'46"W 558.10' (558.72')
132.45' (132.13')
257.76' (257.13')
125.31' (125.00')
30'
30'
60'
60'
30'
41.25'
41.25'
25'
25'
CENTERLINE INTERSECTION.
CR 193/049 & RS 163/40. ACCEPTED AS
FD. 1" IRON PIPE WITH NAIL, UP 1", PER
STREET.
CITY TIE SHEET MOUNTAIN AVE/34TH
CENTERLINE INTERSECTION PER
ACCEPTED AS
NAIL, DN 2". TIES NO LONGER EXIST,
FD. 1" IRON PIPE WITH SB CITY TAG &
AS CENTERLINE INTERSECTION
PLASTIC PLUG, NO REF. ACCEPTED
FD. 1" IRON PIPE WITH ILLEGIBLE
THIRTY - FOURTH STREET
ARROW
HEAD AVENUE
MOUNTAIN VIEW
AVE
PACIFIC ELECTRIC RAILWAY R/W
(MONTE VISTA PLACE)
THIRTY THIRD STREET
30'
30'30'
PERSHING AVE
577.41' (576.15')
508.21'(508.60')
S00°01'41"E 558.03'
NOT SURVEYED
BLOCK 1
MB 26/48
~
~
LOTS 1 -11
BLOCK 4
MB 26/48
~
~
LOTS 13 -22
BLOCK 4
MB 26/48
~
~
LOT 12
BLOCK 4
MB 26/48
- POSITION ESTABLISHED BY PROPORTION, USING RECORD DATA PER MB 26/48
(XXXX.XX) - RECORD DISTANCE PER ARROWHEAD PARK UNIT NO. 2 MB 26//48
- FOUND MONUMENT AS NOTED
OF 3.00' TO TRUE CORNER.
SET ON PROLONGATION OF PROPERTY LINE AT AN OFFSET
- SET NAIL & TAG "PLS 9320" FLUSH IN CONCRETE WALK,
- SET 1" IRON PIPE WITH PLASTIC PLUG "PLS 9320" FLUSH.
SURVEY MONUMENT NOTES:
SURVEY REFERENCES:
THIRTY-FOURTH STREET, BEING N89°54'00E" AS SHOWN ON MB 25/48.
THE BASIS OF BEARINGS FOR THIS CORNER RECORD IS THE CENTERLINE OF
BASIS OF BEARINGS
NOTHING FOUND
ALONG RIGHT OF WAY,
SEARCHED
P P
P P
P P
P
NOTHING FOUND
SEARCHED ,
NOTHING FOUND
SEARCHED ,
1" = 60'
INTERSECTION.
CENTERLINE
024. ACCEPTED AS
2". FITS TIES PER CR 162/
WITH ILLEGIBLE TAG, DN
FD. 1" IRON PIPE WITH
508.16' (558.72')
26
-
0
0
3
3
2
36
8
/
1
3
0