cr16_0297CORNER RECORD
City of
CATHEDRAL CITY
Brief Legal Description
Document Number aj ° (2 a 9 7
County of RIVERSIDE , California
LOT "I" TRACT NO. 24515 MB 237/32 -38 S.3, T.4S., R.5E. S.B.M.
APN: 670 - 020 -012
CORNER TYPE COORDINATES
(Optional)
Government Corner ❑ Control ❑ N.
i
Meander ❑ Property ® E.
_ Rancho ❑ Other ❑ Zone NAD27 ❑ NAD83 ❑
i
Date of Survey 9/23/2015 NAD83 EPOCH
Elev.
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 D Rebuilt ❑
Identification and type of corner found: Evidence used to identify or procedure used to establish the corner:
FD. 1" I.P. W /PLASTIC PLUG "PLS 4989" FLUSH, PER CR 15 -1019, ACCEPTED AS CENTERLINE BC DATE
0) PALM DRIVE
OFD. 2" BRASS DISK STAMPED "T3S R5E S33 S34 S3 S4 T4S R5E RCE 17593 ", UP 1.2', PER RIVERSIDE
CQIINTY RWAM 417019 - 7, ACCEPTED AS NORTHWEST CORNER SECTION 3
OFD. COPPERWELD STAMPED "PLS 4989 ", FLUSH, PER CR 15 - 1019, ACCEPTED AS CENTERLINE EC DATE
PAI M DR IV
OFD. 3 1/4" BRASS DISK STAMPED "US CADASTRAL SURVEY BLM 1/4 S34 S3 1 953 ", FLUSH, PER MB
937/39 -38, AC .FPTFD AS NORTH 1/4 CORNER SECTION 3
A description of the physical condition of the monument as found and as set or reset:
SEE REVERSE
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my, direction in conformance with
the Land Survevor�s Act on
Signed L.S. or RXX9. Number 4-9
COUNTY SURVEYOR'S STATEMENT
This Corner Recor was received �°"/ �7 �� and examined
and filed
Signed D County Surveyor
County Surveyor's Comment
j� LqN� �\
O �
CHARLES R. HARRIS p
No. 4989 YS
rF OF AL�F�
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Page 1 of 2
Rev B (2/05) 151006
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Ex "), 1 11 -
Page 1 of 2
Rev B (2/05) 151006
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BASIS OF BEARINGS
i N 89'28'19" E 2642.86'
(N 89'28'19" E 2643.00')
M &R
N 57'39'37" W
00 /°N N 75'11'46" W
00 c R
Zz �N6, LOT 8
u N
4a
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTHERLY LINE
OF THE NW 1/4 OF SECTION 3 T.4S. R.SE. BEING N 89'28'19" E
PER MB 237/32 -38
NOTES:
INDICATES FOUND MONUMENT AS NOTED ON REVERSE.
Q INDICATES SET 1" I.P., "PLS 4989 ", FLUSH
() INDICATES RECORD DATA PER M.B. 237/32 -38
()M &R INDICATES MEASURED AND RECORD DATA PER M.B. 237/32 -38
NOT TO SCALE
J.N. 2134
89'34'11" E 641.00')M &R
NB 237/32-
Page'Lof 2
�o ^a
0) 0
Cb
Lo Ln
0 O'
WW
�/!
4 0
N
L o
00 /°N N 75'11'46" W
00 c R
Zz �N6, LOT 8
u N
4a
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTHERLY LINE
OF THE NW 1/4 OF SECTION 3 T.4S. R.SE. BEING N 89'28'19" E
PER MB 237/32 -38
NOTES:
INDICATES FOUND MONUMENT AS NOTED ON REVERSE.
Q INDICATES SET 1" I.P., "PLS 4989 ", FLUSH
() INDICATES RECORD DATA PER M.B. 237/32 -38
()M &R INDICATES MEASURED AND RECORD DATA PER M.B. 237/32 -38
NOT TO SCALE
J.N. 2134
89'34'11" E 641.00')M &R
NB 237/32-
Page'Lof 2