cr23_1609CORNER RECORD
Agency Index CR210406
Document Number 33— /&&4
City of RANCHO MIRAGE County of RIVERSIDE , California
Brief Legal Description LOTS 14 &15 MB 24/94-95, SEC. 35, T4S, IRK, S.B.M.
CORNER TYPE
Government Corner ❑Control
❑ Meander 0 Property
❑ Rancho ❑ Other
x Date of Survey June 8, 2020
COORDINATES (Optional)
N. E.
Elevation
Units ❑ Metric ❑ U.S. Survey Foot
Horizontal Datum
Zone Epoch Date
Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
Complies with Public Resources Code §§8890-8902
PLS Act Ref.: 0 8765(d)
❑ 8771
❑ 8773
❑ Other:
Corner/ 0 Left as found
❑ Established
❑ Rebuilt
❑ Pre -Construction
Monument: ❑ Found and tagged
Reestablished
❑ Referenced
❑ Post -Construction
Narrative of comer identified and monument as found, set, reset, replaced, or removed:
0 See sheet #2 for description(s):
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Professional Land Surveyors' Act on July 31, 2020
Signed P.L.S. orf%2. No. 7070
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received Auqust 29, 2023
and examined and filed
Signed ~G P.L.S. or R.C.E. No.
Title County Surveyor
County Surveyor's Comment
8488
���❑ k-A ND SURL�
V
PHILLIP K FOMOTOR
No. 7070
E OF
�L LA&
V.
ffxp.12 3S- 4 )N5r,
i
BPELSG-2016 Page 1 of2
uacument iNumaer f wv-1
ency inaex L,KL-IU4Ut)
MONUMENT NOTES
1 FD. 1 1/2" COPPERWELD LS 5128 FLUSH PER MB 241/68-71. ACCEPTED AS THE INTERSECTION OF
THOMSON ROAD AND LA PAZ ROAD.
E ` I FD. 1 " PLUG LS 5128 UP 0.3' NO REF. ACCEPTED AS THE NWL'Y COR. LOT 14.
L-1 FD. 3/4" I.P. FLUSH NO REF. SET TAG STAMPED LS 7070. ACCEPTED AS THE NEL'Y COR. LOT 15.
lflFD. BROKEN GEAR SPIKE FIT TIES PER CR06-149. ACCEPTED AS THE INTERSECTION OF HALPER LAKE
DRIVE AND FRANK SINATRA DRIVE.
IflFD. 1" I.P. OPEN PER CR06-150 DOWN 0.5'. ACCEPTED AS THE INTERSECTION OF FRANK SINATRA
DRIVE AND MORNING SIDE DRIVE.
FD. 1" I.P. STAMPED "COUNTY SURVEYOR" PER CR06-150 DOWN 0.5'. ACCEPTED AS THE N.E. COR.
SEC. 2.
SURVEYOR'S NOTES
Q
INDICATES SET 1" IRON PIPE WITH
TAG STAMPED
LA PAZ ROAD
A
LS7070. FLUSH.
INDICATES SET NAIL AND TAG STAMPED LS7070 ON
TOP OF CURB AT PROLONGATION
OF SIDELINES.
N89`55'56"E
10.00'
•
INDICATES FOUND MONUMENT AS
NOTED
[N89'56'09"E
10.00'1
INDICATES RECORD DATA PER MB
24/94-95.
[ ]
INDICATES RECORD DATA PER MB
241/41-68.
INDICATES RECORD DATA PER CR
06/150.
M&R
INDICATES MEASURED & RECORD
` BASIS OF BEARINGS
l THE BEARINGS SHOWN HEREON
ARE BASED
ON THE BEARING N89'58'30"E BEING THE
(CENTERLINE OF FRANK SINATRA
DRIVE(38TH
AVE). PER MB 24/94-95.
2
-�r
LO
(N89'58'30"E 281.12')M&R M
(140.00')M&R
(141.12')M&R 3 w
o
W
�i
c
LOT 14
g
0
0
0 MB 24/94-95
0
N
J
O
�
N
W
Ooc��
00
0
p
o
O
Q
z SCALE 1 "= 60'
z
..
NO'01'30"W
40.00'
50.08'
4
N89'58'30"E 260.26'
(N89'58'30"E 260.28')
(140.00')M&R
LOT 15
MB 24/94-95
N O
M Z ..
O O) W
o
ob� �to
ww o
�o z��
'n M LJ
0
00 M
Z Z
O
Z
L=31.32' R=20.00' 40.00'
A=89'43'33" R/W
(L=31.32' R=20.0 ' l
A=89'44'00" 1
120.26' (120.28')
�� 1.80' �� 1.80' W. LINE OF E.1 /2 1
FRANK SINATRA DRIVE (38TH AVENUE) OF S.E. 1/4 OF
319.97' S.E.1/4 OF SEC. 35.
470.06' (470.00') 10.73'[10.00']
BASIS OF BEARINGS: N89'58'30"E 498.74' (N89'58'30"E 498.68')........... r17., 17.9 ,67�
MORNING SIDE DRIVE
ti
Q
0
ir
0
O
I�
BPELSG-2016 Page 2 of 2