cr16_0298CORNER RECORD
City of CATHEDRAL CITY
Brief Legal Description
LOT 82 MB 26/18 -19.
Document Number Z 0 7. ?CC�
County of RIVERSIDE , California
SURVEYOR'S STATEMENT 0 a ENO SCR\
This Corner Record was prepared by me or under my direction in conformance with
the Land Surveyors' ct on 01/2 7/2016
Signed L.S. or R.C.E. Number LS 7070
APN:
Corner — Left as found N Found and tagged ❑ Established ❑ Reestablished 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
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received and examined
and filed 6— c.
Signed County Surveyor
County Surveyor's Comment
680 - 382 -056
PHILLIP K. FOMOTOR
No. 7070
\
CORNER TYPE
COORDINATES
(Optional)
1
Government Corner ❑ Control
❑
N.
Meander
❑ Property
E.
Rancho
❑ Other
El
Zone NAD27 [:1
NAD83 El
Date of Survey
i
01 /25/1 ;
NAD83 EPOCH
Elev.
SEC. 21 T.4S., R.5.E., SB. B. & M.
Vert. Datum: NGVD 29❑
NAVD88 ❑
(Include: Sec., Twp., Rge. & Meridian or Rancho)
Meas. Units Metric ❑
Imperial ❑
Corner — Left as found N Found and tagged ❑ Established ❑ Reestablished 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
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received and examined
and filed 6— c.
Signed County Surveyor
County Surveyor's Comment
680 - 382 -056
PHILLIP K. FOMOTOR
No. 7070
\
ct, No. 7 611 �I
Exp. 12.31.1 q
Rev A (2/05)
Page 1 of 2
Z
11 0
ct, No. 7 611 �I
Exp. 12.31.1 q
Rev A (2/05)
Page 1 of 2
N89'43'34 "E 329.70' (N89 °47'10 "E 330.00')R2
\ 164.85' (165.00')R1 0 164.85' (165.00')R2 2_
r7 - 33R DAVE
�o \ I
�C�
30' � � 30'
N89 °43'47 "E 134.94'
110.89'
0.19'
® N89 °47'10 "E 135.00')R
1\ 120.8
3 7')CR04 -276 N �
1 1 14.04' 3�
® LOT 0 9 p O O N
N O O N Of
O n
— ° ro p� o
W (°0 00 \\�� V °
0
Z � LOOT o4 o
o
I 0 T TRACT BOUNDARY 0
_ o
LOOT 93 � LOOT 400 N w
s N �
0 0 N89'46`12 "E 134.95'
o N89'47'10 "E 135.00')R4
o — -- Lo
z °' z
z o L T 82 LOO T 41 Z to
� q0 MB 26 /18-19 °• SCALE 1 °'= 60'
v O CO
W v
N89'46'54 "E 134.96'
co
�f 9 (N89'47'10 "E 135.00')Ri 'y to00 LOOT s1 o LOOT 42
30' M 30' I w
L =39.23 R= 25.00' N
D= 89'54'00"
N89 °47'00 "E 110.01'
0 0 329.93'(329.91')R3
665.11
164.97 (16 5. 0 0')R1 _ M 1 64.96' ( (66� 5.07 )R3
N89'47'00 "E 995.04' (N89'51'20 "E 994.98')R3 �
5 c�..A ROA 6
SURVEYOR'S NOTES Fl FD. 1 1/2" COPPER WELD STAMPED LS 4146
0 INDICATES SET GEAR SPIKE TAGGED LS7070. PER CR 04 -276.
FLUSH. 0 P I CR 2" COPPER WELD STAMPED LS 4146
0 INDICATES SET NAIL AND. TAG STAMPED LS7070
ON TOP OF WALL. Q FD. 3/4" I.P. PLUGGED RCE14614 UP 0.2'.
INDICATES FOUND MONUMENT AS NOTED PER CR 04 -276. ACCEPTED ON THE N'LY
LIN ( )R1 INDICATES RECORD DATA PER MB 26/18 -19. ® FD. I oEGIBLE ON FOOTI G OF WALL IN
( )R2 INDICATES RECORD DATA PER MB 27/70. LIEU OF 3/4" I.P. TAGGED RCE14614 PER CR
( )R3 INDICATES RECORD DATA PER CR 13 -0865. 04 -276. ACCEPTED AS ON THE N'LY LINE OF
BASIS OF BEARINGS LOT 85 PER MB 26/18 -19.
THE BEARINGS SHOWN HEREON ARE BASED ON Q FD. 1 1/2" COPPER WELD STAMPED LS 4146
PER CR 04 -276.
THE BEARING NO'19'00 "W BEING THE CENTERLINE 6 FD. 3/4" OPEN I.P. PER CR 13 -0865.
OF CATHEDRAL CANYON. DR(THE BETTY TRAIL) ACCEPTED AS THE INTERSECTION OF ORTEGA RD.
PER MB 26/18 -19. AND MORENO RD.
Page 2 of 7