cr25_1678CORNER RECORD Agency Index CR250323
Document Number 2DL5v 1
City of PALM SPRINGS
Brief Legal Description
CORNER TYPE
County of RIVERSIDE California
LOT 24 PER MB 20/77-78
❑
Government Corner
❑
Control
❑
Meander
❑X
Property
❑
Rancho
❑
Other
Date of Survey December 5, 2024
T.4S,R.4E SECTION 13
N.
Elevation
COORDINATES (Optional)
E.
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 8765(d) ❑ 8771 ❑ 8773 ❑ Other:
Corner/ ❑X 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 Surveyors' Act on August 12, 2025
SignedP.L.S. or R-8-& No. 7070
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received 811141M
and examined and filed /Q ,{_ f _ _
il
Signed �� or
r�r.E No. � I U U
Title Mrk Av� k� mc
County Surveyor's Comment
PHILLIP K. FOMOTOR
No. 7070
O
OFr;
I- Lana ,
0- No.8488
�* Exp.12-31-26 *,
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Document Number'
ncv Index CR250323
—� CERRITOS DRIVE
1 NO'02' 18"E 280.00' 2
(NO'03'E 280.00')
L9 � o L10
30' `MONUMENT NOTES 25'
❑FD. 3/4" I.P. PER MB v
1
20/77-78. DOWN 1.3' IN
I WELL. I
I] FD. 1 " I.P. PER CR
16/820. TAG ILLEGIBLE.
DOWN 0.6' IN WELL.
FD. 3/4" I.P. PER MB
20/77-78. DOWN 0.9' 00
IN WELL. 2
❑4 GEAR SPIKE & WASHER
STAMPED LS 5411 PER
CR 1 1 /774. FLUSH
NOTHING O 0 00 I I
1 FOUND, 't Lo r7 r
NOTHING M po () N
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30'
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N _C2 C3 C4 4
ci FOUNTAIN DRIVE
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SCALE 1 "=100'
CURVE TABLE
MEASURED
(RECORDED)
CURVE
LENGTH
RAD.
I DELTA
LENGTH
I RAD.
DELTA
C1
166.45'
1100'
8'40'11"
166.55'
1100'
8'40'30"
C2
130.30'
1100'
6*47'13"
1100'
C3
36.15'
1100'
1'52'58"
1100'
C4
125.09'
1100'
6'30'57"
124.98'
1100'
6'30'36"
C5
711.70'
1650'
24'42'49"
711.95'
1650'
24'43'20"
C6
363.45'
1650'
12*37'14"
1650'
C7
130.02'
1650'
4'30'54"
1650'
C8
218.24'
1650'
7'34'41"
1650'
:f
C9
148.95'
850'
10'02'24"
148.94'
850'
10'02'24"
C10
130.02'
1675'
4'26'51"
130.02'
1675'
4'26'55"
MEASURED
(RECORDED)
LINE
LENGTH
BEARING
LENGTH
BEARING
L1
109.74'
NO'02'18'E
L2
84.74'
NO'02'18"E
84.74'
NO'03'E
L3
6.80'
N0'02'18"E
L4
18.20'
NO'02'18"E
L5
111.00'
NO'02'18"E
L6
85.98'
NO'02'18"E
85.95'
NO'03'E
L7
6.80'
NO'02'18"E
L8
18.20'
NO'02'18"E
L9
130.00'
NO'02'18"E
130.00'
NO'03'E
L10
150.00'
NO'02'18"E
150.00'
NO'03'E
SURVEYOR'S NOTES
41 INDICATES FOUND MONUMENT AS NOTED.
0 INDICATES SET TAG STAMPED LS7070 ON
CURB.
( ) INDICATES RECORD DATA PER MB
20/77-78.
BASIS OF BEARINGS
THE BEARINGS SHOWN HEREON ARE BASED ON
THE BEARING N89'41'30"E BEING THE
CENTERLINE OF ALEJO ROAD PER MB 20/77-78.
FE—JN24093
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