cr24_1759N.
Elevation
❑ Meander ❑X Property Units ❑ Metric IT U.S. Survey Foot
❑ Rancho ❑ Other Horizontal Datum
Zone Epoch Date
Date of Survey March 11, 2024 Vertical Datum
Complies with Public Resources Code §§8801-8819
Complies with Public Resources Code §§8890-8902
PLS Act Ref.: ❑X 8765(d) 1718771 ❑ 8773 ❑ Other:
COORDINATES (Optional)
E.
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):
VA ND 34J�Lt�
SURVEYOR'S STATEMENT 0�
This Corner Record was prepared by me or under my direction in conformance with PHILLIP K. FOMOTOR
the Professional Land Surveyors' Act on April 30. 2024 No. 7070
Signed P.L.S. or 591E. No 7070 cf+� Z
OF CAS-��Q4
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received
and examined and filed
1.
Signed
CORNER RECORD
Agency Index CR240336
Document Number 2024-1759
City of RANCHO MIRAGE County of RIVERSIDE , California
Brief Legal Description PARCEL 1 OF PARCEL MAP NO. 37846 PER MB 250/18-19
x
T.5S, R.5E SECTION 4
CORNER TYPE
❑ Government Corner ❑ Control
�} P.L.S. or R.G.E. No. 2 4-?-?
Title V40 Su rff [ Oy-
County Surveyor's Comment
No.8488 50
E!cp.12-31-24 h */
BPELSG-2016 Page 1 of2
uocument Number zuz4- I /Oy
ncv Inaex umz4voou
1
N73'19'31 "W 8.08'
(N73'18'19"W 8.09')
FE_JN24015
2
-[(L=175.69' R=250.00' 2
=40'15'56" )]M&R
(17.00')M&R
N66'24'33"E
L=96.44'
o
R=267.00'
..
1 e=20'41'44"
m
N
(L=96.41'
I N
Ln
R=267.00'
e=20'41'19")
f M
a g
w
O
N
PARCEL 1
L
z
PM 250/18-19
N
N
V7
N
w
L=48.66'
o�
R=45.50'
SCALE 1 "= 60'
0)
e=61'16'33"
(L=48.67'
z
R=45.50'
rA=61-17'1
8")
L=59.38' R=45.50'
e=74'46'21 "
(L=59.39' R=45.50'
e=74'46'21 ")
9.50'
G1
[N87'21 �3
(0.80')M&R
5
9 50R]
4
I s2s��a47..
4.70'
N87'21'43"W(R) 55.00'
[N87'21'36"W(R)]CALC'D�
SURVEYOR'S NOTES
p INDICATES SET 1 " IRON PIPE WITH PLUG
STAMPED LS7070. FLUSH.
A INDICATES SET NAIL AND TAG STAMPED LS7070
ON TOP OF WALL.
• INDICATES FOUND MONUMENT AS NOTED
INDICATES RECORD DATA PER PM 250/18-19.
INDICATES RECORD DATA PER MB 314/83-89.
S.N.F. SEARCHED, NOTHING FOUND.
M&R MEASURED & RECORDED
BASIS OF BEARINGS
THE BEARINGS SHOWN HEREON ARE BASED ON THE
BEARING N17°58'02"E BEING THE CENTERLINE OF
SKYLINE DRIVE PER PM 250/18-19.
3 74.28
(N66'25'45"E
o
74.25')
N �
•-
N
N �I
N
d
w
p dy
O
�l
11
J
PARCEL 2
`J
zPM 250/18-19
v
W
'I
c4
w
Q
rn
0)
ui
o
Z
N41'18'57"W 49.01'
-Il
(N41'16'48"W 49.05')
[N41'16'48V 50.00']
2
zan
0)
a
_N48'42'34"E 34,00'
12"E 34.02')
(N48'43'
o ,a aN J
cl ��c�
2
m� •1
2
MONUMENT NOTES
ElFD.
1" I.P. TAGGED
LS 4989, FLUSH PER PM
250/18-19.
FD. COPPERWELD STAMPED LS 6697, FLUSH
❑2
PER MB 314/83-89. ACCEPTED AS ON THE
STREET CENTERLINE.
FD. 1" I.P. TAGGED
LS 4989, DOWN 0.3' PER
�,
LJ
PM 250/18-19.
FD. TAG LS 6697 ON CURB PER MB
❑4
314/83-89. ACCEPTED AS THE PROLONGATION
OF THE SIDE LOT LINE.
ElFD.
1 " I.P. TAGGED
LS 4989, FLUSH PER PM
250/18-19.
CURVE TABLE
RECORD DATA
(MEASURED DATA)CALC'D
CURVE LENGTH RADIUS DELTA
LENGTH
RADIUS
I DELTA
Cl 108.03' 45.50' 136°02'37"
108.06'
45.50'
136"04'37"
CFD. 1 I.P. TAGGED LS 6697,
FLUSH. ACCEPTED AS A
CORNER OF PARCEL "B" PER
LLA 14-01 DOC#
2016-0125104 REC.
3/31/2016 O.R.
BPELSG-2016 Page 2 of 2