cr19_0179CORNER RECORD
Agency Index CR180285
Document Number 20/9 — 0/ -
City of CATHEDRAL CITY County of RIVERSIDE , California
Brief Legal Description LOT 79 MB 26/18-19
CORNER TYPE
COORDINATES (Optional)
N. E.
!� Government Corner rj Control n Elevation
i Meander Property Units Metric U.S. Survey Foot
2W ______ RanchoOther
® Horizontal Datum
X Zone Epoch Date
Date of Survey November 9, 2017 Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref.: ® 8765(d) ® 8771 ® 8773 [:] Other:
Corner/ 0 Left as found 11 Established ❑ Rebuilt ® Pre -Construction
Monument: 1:1 Found and tagged 0 Reestablished ❑ Referenced ® Post -Construction
Narrative of comer identified and monument as found, set, reset, replaced, or removed:
✓Q See sheet 42 for description(s):
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Professional La d Surveyors' Act on December 21, 2017
Signed S. or R.C.E. No. LS7070
SND
v O�
PHILLIPK FOMOTOR
No_ 7070
Al Oir
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received
and examined and fled
Signed 1 P.L.S. or Rv&-�NI7 E -No. D'Tg� F,0 So
Title _C (xA+)4 15ur'VegA2u' U`U��4Mc
�C o
T!7
County Surveyor's Comment pZ yk
No. 8488
Exp. 12-31-20 : q
BPELSG-2016 Page 102
Document Number Z0/? — 0171
ORTEGA ROAD
Index CR180285
(N89'48'05"E 329.93')M&R1, (N89'46'40"E 330.00')R2
(164.97')M&R1, (164.96')M&R1,
^ 1 v0(165.00')R2,R3 (165.00')R2
J_
Q N89'48'05"E 109.91'
30' (N89'46'40"E 109.97')R3
I-� Ir
m¢
0 I
o L,
�b r
o�1�:
Z m
Z
Z�v
Q 0
0
Q�
W
a
0
a
4
0
z
30'
N89'47'49"E 134.97'
L=39.32' R=25.00'
M
Fc nw
O INDICATES SET GEAR SPIKE STAMPED
N
M
CD o L=39.27' R=25.00'
A=90'07'05"
I c
Q
(L=39.24' R=25.00'
wac
A=89'56'00")R3
(L=39.31 R=25.00'
o04
( )R1 INDICATES RECORD DATA PER CR 17-0059.
2❑
a
o
A=90'05'40")R3
�"
^
FD. 2" BRASS DISK FLUSH PER CR 13-0945.
BASIS OF BEARWGS
oo_
�
®
N
THE BEARING N00'19'00"W BEING THE
CR 17-0059.
NN
5❑
'-
BETTY TRAIL) PER MB 26/18-19.
N89'48'03"E 134.97'4
CR 17-0059.
M
N8946'40"E 135.00')R
FLO
OO
LOT 79
��
�,
v
o o
) 0
o
MB 26/18-19
-06
""
5
�,
K)
Y
;O
co
a
4
0
z
30'
N89'47'49"E 134.97'
SURVEYOR'S NOTES
M(N89'46'40"E 135.00')R3
O INDICATES SET GEAR SPIKE STAMPED
N
M
CD o L=39.27' R=25.00'
o N
.. A=90'00'27"
00 t
(L=39.24' R=25.00'
o
A=89'56'00")R3
0 ,-
N89'40'33"E 110,02-
I "
(N89'46'22"
1.00')M&R1
POINTY FALLS
ON ROUND
CABLE BOX. SCALE 1"= 60'
TRACT BOUNDARY
(N89 45 00 E 110.04)k T��
(165.00')M&R1,R2,R3 (165.00')M&R1,R2 ¢
(N89'40'33"E 330 00')M&R1 R2
SEC. 21 '
SURVEYOR'S NOTES
MONUMENT NOTES
O INDICATES SET GEAR SPIKE STAMPED
1❑
FD. 1 1/2" COPPERWELD STAMPED LS 4146
LS7070 FLUSH.
PER CR 16-0298. ACCEPTED AS THE
• INDICATES FOUND MONUMENT AS NOTED
INTERSECTION ORTEGA RD. AND CATHEDRAL
CANYON DR.
( )R1 INDICATES RECORD DATA PER CR 17-0059.
2❑
FD. NAIL AND TAG LS7070 FLUSH ON
( )R2 INDICATES RECORD DATA PER MB 27/70.
CONCRETE PER CR 17-0059.
( )R3 INDICATES RECORD DATA PER MB 26/18-19.[M
FD. 2" BRASS DISK FLUSH PER CR 13-0945.
BASIS OF BEARWGS
ACCEPTED AS THE SOUTH 1/4 SEC. 21.
THE BEARINGS SHOWN HEREON ARE BASED ON
®
FD. 1" I.P. PLUG LS7070 FLUSH PER
THE BEARING N00'19'00"W BEING THE
CR 17-0059.
CENTERLINE OF CATHEDRAL CANYON DRIVE (THE
5❑
FD. 1" I.P. PLUG W.C. LS7070 FLUSH PER
BETTY TRAIL) PER MB 26/18-19.
CR 17-0059.
BPELSG-2016 Page 2 of 2