cr24_1065CORNER RECORD
City of PALM SPRINGS
Brief Legal Description
Agency Index CR240225
Document Number
County of RIVERSIDE
LOT 46 PER MB 41/50
, California
CORNER TYPE COORDINATES (Optional)
N. E.
x ❑ Government Corner ❑ Control Elevation
❑ Meander ❑X Property Units ❑ Metric 0 U.S. Survey Foot
- --------------
❑ Rancho ❑ Other Horizontal Datum
Zone Epoch Date
Date of Survey August 21, 2019 Vertical Datum
Complies with Public Resources Code §§8801-8819
T.4S, R.4E SECTION 2 Complies with Public Resources Code §§8890-8902
PLS Act Ref.: ❑X 8765(d) ❑ 8771 0 8773 ❑ Other:
Corner/ ❑X Left as found
❑ Established
❑ Rebuilt
0 Pre -Construction
Monument: ❑ Found and tagged
❑X Reestablished
FIReferenced
0 Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
�✓ See sheet #2 for description(s):
,,A ND
SURVEYOR'S STATEMENT
V
This Corner Record was prepared by me or under my direction in conformance with PHILLIP K. FOMOTOR
the Professional Land Surveyors' Act on February 22 2024 No. 7070
Signed P_L.S. or5,er"E. No. 7070 cP�
OF CAS-�FO�
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received May 15, 2024
and examined and filed
Signed f P.L.S. or R.C.E. No. 8488
Title Riverside County Surveyor
County Surveyor's Comment
BPELSG-2016 Page 1 of2
Document Number >,Ii - 10e S
ency Index CR240225
N89'57'48"W 2649.87' [S89'56'50"E 2649.98']
1 NW COR. 1324.93' [(1324.99')] W 1/16 1324.93' 2
w SEC. 2 SAN RAFAEL ROAD OF N'RLY LINE [1324.99'] N 1/4
WOF
I SEC. 2 Cl) SEC. 2
>> Ol
E'RLY LINE OF THE a:Q
NW 1/4 OF THE NW W
Z37.41'�, \ ` 1/4 OF SEC. 211
J
0 _ �136.04'1 �
Z MOLINO ROAD 3 Q
o Q
1 1 � o
S
BASIS OF BEARINGS I - N Z
THE BEARINGS SHOWN 00 04 J � a W
HEREON ARE BASED ON THE coo T71T Q
BEARING NO'10'20"E BEING N - w
THE CENTERLINE OF STARR
ROAD PER MB 41/50. Q
w _
N 0
r�
N
00
I
N89'54'00"E 124.97'
'S
0'�z25.00
O
896'00"E 125.0
�CD
99.97'
(100.00')
m v
CO 00 LO T 46
o
41/50
NN
O
M
O O
mv
z z N89'56' 1 YE
..
N
79.92'
rn
(N89'56'
L=31.50' R=20.00'
M
79.92) _
— — A=90' 14'07"
(L=31.50' R=20.00'
SIMMS ROAD 1=90'14'20")
139.06'1
SET PK AND
N89'56'13"E 125.02'J
WASHER LS 7070
ON MH RIM.
(N89'56'00"E 125.00')
SURVEYOR'S NOTES 3
x
0
N
0
0
z
a
R
SCALE 1 "= 60'
0
o POINT FALLS
ON MANHOLE
SET LS 7070
o TAG W'LY 2.00'
0
0
n
Q
INDICATES
SET 1
IRON PIPE WITH PLUG STAMPED
LO
LS7070. FLUSH.
Ni
A
INDICATES
SET 1"
NAIL AND TAG STAMPED LS7070
IN v
•
CONCRETE
UNLESS
OTHERWISE NOTED.
NW1/16 r
INDICATES
FOUND
MONUMENT AS NOTED
4 SEC. 2 ��
( )
INDICATES
RECORD
DATA PER MB 41/50.
1
[ ]
INDICATES
RECORD
DATA PER MB 33/55.
FRANCIS DRIVE
INDICATES
MEASURED
AND RECORD DATA PER CITY
OF
PALM SPRINGS
TIE
SHEETS 2 AND 4 FOR SECTION
2.
❑ FD. 1 1/2" I.P. WITH TAG LS 5128 IN 1
WELL MONUMENT PER PM 163/68-69.
FD. COPPER WELD TOP BROKEN AND BENT
(SHOT BASE) IN LIEU OF 1 1/2" I.P. IN
WELL PER PM 163/68-69.
FD. NAIL AND TAG LS 2344 ON TAG ACCEPTED AS
TIES PER CITY OF PALM SPRINGS TIE SHEETS 2
AND 4 SECTION 2.
FD. 1" I.P. PER MB 230/79-83 WITH ILLEGIBLE
TAG. BENT DOWN 0.3' (SHOT BASE).
BPELSG-2016 Page 2 of 2