cr17_0184CORNER RECORD Document Number
City of DESERT HOT SPRINGS County of RIVERSIDE California
Brief Legal Description LAND DESCRIBED IN DOCUMENT #2016-005127 OF OFFICIAL
RECORDS COUNTY OF RIVERSIDE.
APN: 669-250-004
Identification and type of corner found: Evidence used to identify or procedure used to establish the corner:
SEE PAGE 2
A description of the physical condition of the monument as found and as set or reset:
SEE PAGE 2
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Land Survevors' Act on 09/13/2016
or R.C.E. Number LS 7070
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received 7 and examined
and filed 4 J r'20 / -7
Signed Deputy.County Surveyor
County Surveyor's Comment
v/O (.PND gORL\
PHILLIP K. FOMOTOR
No. 7070
sT
\F OF CP��FOi�
No. A6 fl
�(�Rev A (2/05) Page Iof2
CORNER TYPE
COORDINATES
X
(Optional)
Government Corner ❑
Control ❑
N.
Meander
❑
Property
E.
Rancho
❑
Other ❑
Zone NAD27 ❑
NAD83 ❑
Date of Survey
09/12/2016
NAD83 EPOCH
Elev.
SEC. 25 T.3S., R.4.E., SB. B. & M.
vert. Datum: NGVD 29❑
NAVD88 ❑
(Include: Sec., Twp., Rge. & Meridian or Rancho)
Meas. Units Metric ❑
Imperial ❑
Corner — Left as found ® Found and tagged ❑
Established ❑
Reestablished 10 Rebuilt ❑
Identification and type of corner found: Evidence used to identify or procedure used to establish the corner:
SEE PAGE 2
A description of the physical condition of the monument as found and as set or reset:
SEE PAGE 2
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Land Survevors' Act on 09/13/2016
or R.C.E. Number LS 7070
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received 7 and examined
and filed 4 J r'20 / -7
Signed Deputy.County Surveyor
County Surveyor's Comment
v/O (.PND gORL\
PHILLIP K. FOMOTOR
No. 7070
sT
\F OF CP��FOi�
No. A6 fl
�(�Rev A (2/05) Page Iof2
DOC. 2016-005127
N88'31'34"E 2627.26' REC. 02/05/2016 CCR. SEC.
BASIS OF BEARING(N88'31'34"E 2627.38')R1 2 24,25,19,30
L1
II L=163.92' R=200.00'
1/4 SEC. A=46'57'37"
24&25 (L=163.91' R=200.00'
A=46'57'22")R2
LINE TABLE
RECORD
LINE
LENGTH
BEARING
LENGTH
BEARING
L1
1204.48'
N88°31'34"E
STAMPED
(N88'34'26"E)R2
L2
315.37'
N8831'34"E
(315.38')C2
(N88'34'26"E)R2
L3
301.01'
N88'31'34"E
(301.03')R2
(N88'34'26"E)R2
L4
806.41'
N88'31'34"E
(806.49')R2
(N88'34'26"E)R2
L5
841.43'
NO'02'59"W
(841.65')C2
(NO'01'07"W)R2
L6
314.08'
NO'02'59"W
(314.15')C2
(NO'01'07"W)R2
L7
169.33'
NO°02'59"W
(168.65')R2
(NO'01'07"W)R2
SURVEYOR'S NOTES
Q
INDICATES SET 1" IRON PIPE
WITH PLUG
STAMPED LS7070. FLUSH.
INDICATES SET NAIL AND TAG
STAMPED
LS7070 ON FOOTING OF OLD
FENCE POST
®
INDICATES FOUND MONUMENT
AS NOTED
( )R1
INDICATES RECORD DATA PER
RS 49/27
( )R2
INDICATES RECORD DATA PER
CALTRANS
RIGHT OF WAY MAP 204-491.
( )C2
INDICATES CAL'C DATA PER CALTRANS
RIGHT OF WAY MAP 204-491.
1/16 SEC.
25&30
SCALE 1 "= 500'
MONUMENT NOTES
O FD. 1" I.P. TAGGED LS 2619 PER RS 49/27.
FLUSH. ACCEPTED AS THE 1/4 COR. SEC. 24&
25.
❑2 FD. BLM BRASS CAP DATED 1953 ON LARGE
ROCK PER RS 49/27 AND CALTRANS RIGHT OF
WAY MAP 204-491. STAMPED AS COR. SEC. 19,
24, 25, AND 30.
FD. 2.5" BRASS DISK STAMPED "CL F.R.
443+76.78 E.C.° IN WELL MONUMENT PER
CALTRANS RIGHT OF WAY MAP 204-491.
® FD. 2.5" BRASS DISK STAMPED "REPL BLM
BASIS OF BEARINGS N1/16 S25 -S30" PER CALTRANS RIGHT OF WAY
MAP 204-491. DOWN 0.5'. ACCEPTED AS THE
THE BEARINGS SHOWN HEREON ARE BASED ON THE N1/16 COR. SEC. 25 AND 30.
NORTHERLY LINE OF THE NORTHWEST QUARTER OF
SECTION 25, BEING N88'31'34"E PER RS 49/27. a FD. 2.5" BRASS DISK STAMPED "CL F.R.
471+15.00 B.C.° IN WELL MONUMENT PER
CALTRANS RIGHT OF WAY MAP 204-491.
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