cr24_2141CORNER RECORD
City of RANCHO MIRAGE
Brief Legal Description
I K
SEC. 4 T.5S., R.5E,
CORNER TYPE
Agency Index CR240623
Document Number 2024-2141
County of RIVERSIDE
LOT 36 OF MB 314/83-89
❑ Government Corner
❑
Control
❑ Meander
❑X
Property
❑ Rancho
❑
Other
Date of Survey June 19, 2024
COORDINATES (Optional)
N E.
Elevation
. California
Units ❑ Metric ❑X 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.: ❑X 8766(d) ❑ 8771 ❑ 8773 ❑ Other:
Corner/ ❑X Left as found ❑ Established ❑ Rebuilt ❑ Pre -Construction
Monument: ❑ Found and tagged 0 Reestablished ❑ Referenced ❑ Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
0 See sheet #2 for description(s):
AND 3� L
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
V � 1�
PHILLIP K FOMOTOR
the Professional Land Surveyors' Act on June 19. 2024
No. 7070
Signed P.L.S. orb. No. 7070
qTF OF CpoF��
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received �—
and examined and filed X/�
Signed P.L.S. orR.G.. No.
Title County Surveyor
County Surveyor's Comment
BPELSG-2016 Page 1 of
uucurnern Ivurnuer LULf+-L I'+ I agency inaex 1. mz,+Ul)L3
0.84 2
1 L=26.94' R=267.00'
Ng2� N87'21 36"W 55.00'(R) p=5'46'49"
9.50' 45.50' 2�4, \ L=72.86' R=250.00'
L=55.79'
R=45.50'
� 0.93' 70¢7
A=70' 15' 11
R`0
ct:.
ry .Gr
N
N�
Z
N72'09'53"W
33.70'(R)
N83'40',35��
50.00'
L=12.76' R=45.50'
A=16'03' 48"
L=40.14' R=108.50'
A=21' 11'54
N62'28'41 "W 2.11'
LOT 36
MB314/83-89
00
CD
co
3
R!45.50'
�0 y$ �g 26"
�r 4
A=16*41'56"
2_ SAD
--- N79-16'37
r� 0.751, } •t?
oQ o
72,ol
LOT 35 o
MB314/83-89
r') —
M
I
J I
Z
0.87'
I
2 SCALE 1 "= 60'
UN
m z I
v N72'09'53"W
45.50'(R) I
2 N8'20'22"W 28.50' 18-7
1 .19' N81'S9�3g�cVORr
SURVEYOR'S NOTES
O INDICATES SET PK AND WASHER
STAMPED LS7070 IN WALL FOOTING.
0 INDICATES FOUND MONUMENT AS NOTED
INDICATES FOUND COPPER WELD LS6697
FLUSH PER MB314/83-89.
BEARINGS AND DISTANCES ARE MEASURED
AND RECORD PER MB314/83-89, EXCEPT
PROLONGATION TO CURB TAGS.
BASIS OF BEARINGS
THE BEARINGS SHOWN HEREON ARE BASED ON
THE BEARING N08 20'22"W BEING THE
CENTERLINE OF SKYLINE DRIVE PER
MB314/83-89.
MONUMENT NOTES
FD. 1 " I.P. PLUG PLS 6697 PER
MB314/83-89.
❑2 FD. NAIL AND TAG IN TOP OF CURB AT
PROLONGATION OF SIDE LOT LINES PER
M13314/83-89.
FD. 1" I.P. WITH REBAR IN LIEU OF 1"
I.P. PLUG LS6697 PER M13314/83-89.
BPELSG-2016 Page 2 of 2