cr23_0806CORNER RECORD Agency Index
Document Number
City of CATHEDRAL CITY County of RIVERSIDE
Brief Legal Description LOT 84 OF DESERT RETREAT ESTATES PER MB26/18-19
CR220185
->O>-3 - 0 &0
. California
CORNER TYPE COORDINATES (Optional)
N. E.
® Government Corner ❑ Control Elevation
❑ Meander ❑X Property Units ❑Metric ❑X U.S. Survey Foot
---------2i ---------
❑ Rancho ❑ Other Horizontal Datum
Zone Epoch Date
Date of Survey March 3, 2022 Vertical Datum
Complies with Public Resources Code §§8801-8819
T.4S. R.5E. SEC. 21 ❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref.: 8765(d) ® 8771 ® 8773 ® Other:
Corner/ ❑X Left as found
❑X Established
❑ Rebuilt
® Pre -Construction
Monument: ❑ Found and tagged
Reestablished
Referenced
❑ Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
✓❑ See sheet #2 for description(s):
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the ProfessioZILanda6Surve ors' Act on May 5. 2022
Signed P.L.S. or5O.'E'. No. 7070
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received 5` 123
and examined and fLIed rj`5�Z3
Signed P.L.S. or R.C.E. No. y4 88
6 Title MM-** s ay
County Surveyor's Comment
rl�l
SAND S�RL�
PHILLIP K. FOMOTOR
No. 7070
9TF L,FoAF
OF
U
No. SM
Exp.12-31-24
BPELSG-2016 Pace 1 of 2
Document Number 0906
encv Index CR220185
33RD _AVE N89'43'34"E
329.70'
(N89'47'10"E 330.00')R2
0 164.85' (165.00')R1
164.85' (165.00')R2
0
30'
rn 00
30'
N89'43'47"E 134.94'
135.00')R
I ^
J M
tN7'10"E
120.89'
(120.87')R4
3
LOT so
I J
0
TRACT BOUNDARY
0.19')
ao
14.04LOT 05
M&R5
N
N89'43'47"E 134.94'`
vt1l'47'10"E
135.00')R
v�
o120.94'z
o
LOT 84af
o
LOT 39
14.00'
zMB
—]
26/18-19 0
0
m 6
°°0120.95'
oW
— ;,�
!1
I
o
O
z
N 00
N
N89 43 47 E 134.95
(N89'47'10"E 135.00')R1
0
N
0 j
I
Cq o L07 �- : �� � o
�
f��5� �1G I o I W
Lo IV
I
0)
`�° 44" LO
m
3 V
Z
O z Z
—
o
--
o
L07 411
a
V I
V) ��� ° O
z
1 '� °
"=
0
SCALE 1 60' M a
m
J
� o
s
I �O
Q Q
—
Q V)
� L=39.23' R=25.00'
I O
En
ry 0 0=89'54'00"
Z
ro (L=39.23' R=25.00'
00
L07 42
30'
30 A=89'54'20") LOT 080 1 N
30
N89'47'00"E 110.01' '6
v'
(�
(89'46'40"E 1 10.03')
`O
I
^�
0 ORTEGA ROAD
329.93'(329.91')R3
o
n 164.97' (165.00')R1 ��
164.96' (165.00')R2
N89'47'00"E
329.93'
5
N89'47'00"E 995.04' (N89'51'20"E
994.98')R3
SURVEYOR'S NOTES
Q INDICATES
SET 1" I.P. TAGGED LS7070. FLUSH.
Q
FD. 1 1/2" COPPERWELD STAMPED LS 4146,
0 INDICATES
SET NAIL AND TAG STAMPED LS7070
FLUSH PER CR 04/276.
ON TOP OF WALL.
2❑
FD. 3/4" I.P. WITH PLUG STAMPED RCE 14614
0 INDICATES
FOUND MONUMENT AS NOTED
UP 0.2'. PER CR 04/276. ACCEPTED AS ON
( )R1 INDICATES
RECORD DATA PER MB 26/18-19.
THE N'LY LINE OF LOT 85 PER MB 26/18-19.
( )R2INDICATES
RECORD DATA PER MB 27/70.
3❑
FD. ILLEGIBLE TAG ON FOOTING OF WALL PER
(' )R3 INDICATES
RECORD DATA PER CR 13/865.
CR 16/298. ACCEPTED AS ON THE N'LY LINE
( )R4INDICATES
RECORD DATA PER CR 04/276,
OF LOT 85 PER MB 26/18-19.
( )R5INDICATES
RECORD DATA PER CR 16/298.
®
FD. 3/4° I.P. STAMPED RCE 14514 DN.
BASIS OF BEARINGS
0.2'. PER CR 04/302. ACCEPTED AS ON
THE S'LY LINE OF LOT 84 PER MB
THE BEARINGS SHOWN HEREON ARE BASED ON
5❑
PB/iy-4190PEN I.P. PER CR 13/865.
THE BEARING
NO'19'00"W BEING THE CENTERLINE
ACCEPTED AS THE INTERSECTION OF
OF CATHEDRAL
CANYON DR(THE BETTY TRAIL) PER
ORTEGA RD. AND MORENO RD.
MB 26/18-19.
BPELSG-2016 Page 2 of 2