cr17_0526CORNER RECORD Agencylndex CR170265
Document Number
1y of CATHEDRAL CITY County of RIVERSIDE , California
brief Legal Description LOTS 66-69 MB 26/18-19 & LOTS 56-57 MB 27/70, S21, T4S, R5E, S.B.M.
X
CORNER TYPE
Government Corner ❑ Control
Meander El Property
17 Rancho rX7 Other
Date of Survey March 16, 2017
N.
Elevation
COORDINATES (Optional)
E.
Units ❑ Metric ❑ U.S. Survey Foot
Horizontal Datum
Zone Epoch Date
Vertical Datum
F_1 Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref.: FXJ 8765(d) ❑ 8771 ❑ 8773 I Other:
Corner/ 0 Left as found
R Established
❑ Rebuilt
Pre -Construction
Monument: R Found and tagged
❑X Reestablished
❑ Referenced
Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
❑ See sheet #2 for description(s):
1 - FD. COPPERWELD STAMPED "LS 4146", FLUSH, PER CR 2013-0945, ACCEPTED AS C/L INT. CATHEDRAL CANYON DR. & ORTEGA RD.
2 - FD. MAG NAIL & TAG "LS 7070", FLUSH, NO REFERENCE, ACCEPTED AS C/L INT. ORTEGA RD. & WISHING WELL TRL.
3 - FD. 2" BRASS DISK STAMPED "LS 7070", FLUSH, PER CR 2013-0945, ACCEPTED AS C/L INT. DINAH SHORE DR. & CATHEDRAL CANYON
4 - FD. 1" I.P. W/PLASTIC PLUG "LS 7070", FLUSH, NO REFERENCE, ACCEPTED AS C/L INT. DINAH SHORE DR. & WISHING WELL TRL.
SURVEYOR'S STATEMENT
ONNl_ LAIV0
This Corner Record was prepared by me or under my direction in conformance with SG
the Professional Land Surveyors' Act on Auaust 2, 2017 a CHARLES R. HARRIS -<
Signed C% -k Harr{ s- P.L.S. XrAJR. . No. 4989 * No. 4989 S*�
s� \Q
qrF OF cxokO�
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received
and examined a1<rd-filO,
SignedP.L.S. or , No.
Title oy✓o jr, t/ A ti
xg—
County Surveyor's Comment
BPELSG-2016 Page 1 of 2
Document Number
Index CR170265
ORTEGA ROAD
(N 89'46'40" E 330.00') R2
_N 9'52'17" E 329.96 _
164.98' - - 164.98' 2
165.00') R1 SFN/ESP—(165.00') R2
o� SFN SFN
M
oO1
o�
�h
70 v 53 i
SFN
N 89°46"40" E 135.00') R1
88 N \ 54
SFN
ccO
LL
0
85 58
—
N ^c0
- 00
�2
I-
N
N
_
I
M SFN
� O N
00L
N aOd
C�
101
Z
�o��
M
(165.00') R2 SFN/ESP—(165.00') R2
} � "NM SFN
I
i 68
�Mv
55
(N 89°45'00" E 330.00' R2
ZQ w _ ,
CATHEDRAL CANYON
00
NOTES:
SFN/ESP
SFN/ESP
Uo
lo
o
nc)
co
—
N'>�
't
J O �on Ndo
N�
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89'5350 E
(N 89'46'40" E
135.00') R2
o <t -
Q(n�,
U
-
(n _ o o
I
M 87
0 o
56
Wm 1) 30
N
N
2
SFN
oz��l
0
SFNCr
Q ov
.00�
44' R/W PER INST. v ooN
—O
0
0
v
N0. 72626 REC.
v
N
V 44'
04/15/1980, O.R.
a-
86 57
w
�( (N 89`46'40" E 270.00') R2+R1
N 89'53'02" E 269.98' -
SFN/ESP SFN/ESP
a
61
Ld Ln
85 58
Z
C
M SFN
o SFN
00L
rl
101
DINAH SHORE DRIVE
(165.00') R2 SFN/ESP—(165.00') R2
_
165.01' —_61_ 165.01'
N 89'45'23" E 330.02'
3
(N 89°45'00" E 330.00' R2
THE BASIS OF BRINGS FOR THIS SURVEY IS THE CENTERLINE OF
EA
CATHEDRAL CANYON
DRIVE BEING N 0'14'39" W PER CR 2013-0945
NOTES:
INDICATES FOUND MONUMENT AS NOTED ON REVERSE.
J
N Q
M N11) r
N
0 v° -i M J
rN� _I
m�
`} o
�a
SFN b
N O O
o_�Izo
O
00
or
N
30'
ESP
in 0_1
N N
O �
yip
�r
� M
4
INDICATES SET NAIL & TAG "PLS 4989", IN TOP OF WALL, AT PRORATED DISTANCE.
INDICATES SET NAIL & TAG "PLS 4989", IN TC, AT OFFSET NOTED ON EXHIBIT
()R1 INDICATES RECORD DATA PER M.B. 26/18-19.
()R2 INDICATES RECORD DATA PER M.B. 27/70.
SFN INDICATES SEARCHED FOR MONUMENT FOUND NOTHING
ESP INDICATES ESTABLISHED BY SINGLE PROPORTION
BPELSG-2016 Page 2 of 2
W
NOT TO SCALE
J.N. 1547