cr23_0479Agency Index CR220638
CO R N E R R E C O R D Document Number ;�a 3
City of PALM SPRINGS County of RIVERSIDE
Brief Legal Description WEST LINE OF PARCEL 4, PM 80/38-39
CORNER TYPE
Government Corner❑ Control
I
— — - — — Meander ❑ Property
Rancho ❑ Other
I
Date of Survey, 10/20/2022
Dy-7cj
California
COORDINATES (Optional)
N. E.
❑ Elevation
Metric ❑ U.S. Survey Foot
® Units
❑ Horizontal Datum
Zone Epoch Date
Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref: ❑ 8765 (d) ® 8771 ❑ 8773
❑ Other:
-
Corner/ ❑ Left as found ❑ 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):
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Professional Land eyors' A t 10/20/2022
Signed"--
P.L.S. No. 9043
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received 3 '1' 2— 3
and examined and filed
Signed P.L.S. No. �%
Title
County Surveyor's Comment
Page 1 of 2
LAN/
Z_
o
-� LS 90413
OF CALF
Document number ' v ® Agency Index CR220638
99.97' (100.00)
�1
S89 49'52"W 65.57'
(65.57)_ n LINDA VISTA DR.
LOT "B" °�' i V N894952"E 662.90'
A (NR.9'5n'.'in" Rf3.3. nn')
02
NOTE LE
O
N U)
N o
obi Q)
ro
� 14-
114.
o
Lo
FOUND 171P W/LS 2344 TAG
DN. 0.5' IN WELL
PER CR 15/0217
117.77' (117.81)
FOUND 1 %P, NO TAG
DN D.2
ACCEPTED AS NE CORNER PARCEL 4
LOT "All J
�
-� 164.93' (165.00)
v AV
RAMON RD. 52.88
• _ (M&R)
N89'40'54 "W BASIS OF BEARINGS 897.83' (897.90)
Line Table
LINE #
BEARING
LENGTH M&R
Ll
S00 05'30' E
PARCEL 3
L2
N00 05'30"W
15.19'
L3
0
FOUND GEAR
W
W/SPK & WASHER
N
STAMPED IS 5411"
o
PER CR 15/0216
L7
N36 56'51 E
2
99.97' (100.00)
�1
S89 49'52"W 65.57'
(65.57)_ n LINDA VISTA DR.
LOT "B" °�' i V N894952"E 662.90'
A (NR.9'5n'.'in" Rf3.3. nn')
02
NOTE LE
O
N U)
N o
obi Q)
ro
� 14-
114.
o
Lo
FOUND 171P W/LS 2344 TAG
DN. 0.5' IN WELL
PER CR 15/0217
117.77' (117.81)
FOUND 1 %P, NO TAG
DN D.2
ACCEPTED AS NE CORNER PARCEL 4
LOT "All J
�
-� 164.93' (165.00)
v AV
RAMON RD. 52.88
• _ (M&R)
N89'40'54 "W BASIS OF BEARINGS 897.83' (897.90)
Line Table
LINE #
BEARING
LENGTH M&R
Ll
S00 05'30' E
14.81'
L2
N00 05'30"W
15.19'
L3
N0010322'E
12.99'
L4
N00 03'22E
17.01'
L5
N3656'51'E
36.25'
L7
N36 56'51 E
50.00'
L8
S7445'16E
50.00'
L9
N00'10'08"W
20.05'
L10
S0070'08E
25.00'
L11
N00 05'30"W
4.95'
Fnl lAln 1 "lP W /Rr'F 2FF62 Td G
UP 0.2'
PER PM 80/38-39
FOUND 1 "IP W/RCE 26662 TAG
DN. 0.5' IN WELL
PER PM 80/38-39
732.90' (732.90)
J
SURVEYOR'S NOTES
• =FOUND AS NOTED
O =SET 3/4" IP, WjLS 9043 TAG
( ) =RECORD DATA PER PM 80/38-39
Page 2 of 2
0' 25' 50'
SCALE: 1 " = 50'
Curve Table
CURVE #
DELTA
RADIUS
LENGTH
C1
4=7429'36"
18.03'
23.44'
C2
4 =11141 '52"
1 50.00'
97.47'
Page 2 of 2
0' 25' 50'
SCALE: 1 " = 50'