cr24_2467CORNER RECORD Agency Index CR220001
Document Number ,20,1d/-,2y(o
City of Palm Sprinqs County of Riverside
Brief Legal Description LOT 6 MB 86/58-59
I
X
TAS.R.4E SEC. 12
CORNER TYPE
❑ Government Corner ❑ Control
❑ Meander ❑X Property
❑ Rancho ❑ Other
Date of Survey January 16, 2020
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.: 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:
✓0 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 Surve ors' Act on January 3. 2022
Signed I S. or5,erf. No. 7070
n
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received December 23, 2024
and examined and filed a" i - —C�na
Signed P.L.S. or-R1e-6. No.
Title County Surveyor
County Surveyor's Comment
R;
r4l
PHILLIP K. FOMOTOR
No. 7070
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Document Number ,ZQ,zy-
Aaencv Index CR220001
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SEC.
LINE
LINE TABLE
L1 N89'45'38"W 9.73'
30' 1.
N89'41'30"E 9.69'
.� N89'41'30"E 283.24'
EEE 143.23'
�NO'14'22"E 7.16'
N89'45'38"W 9.84'
LOT 5 0
L =99.94' R=1184.18' o
06
,-'A=4'50'08"
_,_L=90.90' R=1154.18'
A=04'30'44"
T N89'41'30"E 9.87'
N89'41'30"E 6.59'
140.01 '
1 3'
LOT 8
SET 1" I.P. PLUGGED
LS 7070 FLUSH.
N89'41'30"E 6.64'
N89'41'30"E 279.68'
139.68' 140.00'
'IN
2' R=1154.18' A=O'19'24" o0
CD4'14"E 9.84' N
N4'14"E 20.16' N
W
N4' R=1184.18' A=,V50'O8" -'1' LOT 7
4102.47' R=1214.18' !�4'50'08" LOT 6zMB 86/58-59 Mz
45'38"W 9.63'
�--1 NO'14'22"E 0.92' L=31.23' R=20.00'
i i A=89'27'57"
L1, L=31.61' R=20.00' A=90'32'52"
114.67' 120.19'
3 N89'41'30"E 234.86' N00'18'30"W 11.66' NO'13'33"E 11.71' ��
\-NO' 14'22"E 65.40' N 0' 13'33"E 32.29'
3.43' 't 164.87' _ 165.01'
BASIS OF BEARINGS: N89'41'30"E 338.31'
2 ALEJO ROAD
13.
25' 1
2
SURVEYOR'S NOTES MONUMENT NOTES
O INDICATES SET NAIL AND TAG STAMPED LS7070❑ FD. PALM SPRINGS STANDARD MON IN WELL
ON TOP OF CURB. UNLESS OTHERWISE NOTED PER MB 86/58-59.
• INDICATES FOUND MONUMENT AS NOTED 2❑ FD. 1" I.P. TAGGED RCE 8821 IN WELL
MONUMENT. ACCEPTED AS THE CENTERLINE
LOT BEARINGS AND DISTANCES ARE MEASURED MONUMENTS PER MB 86/58-59.
AND RECORD PER MB 86/58-59. FSi FD. NAIL AND TAG RCE 8821 ON PROLONGATION
BASIS OF BEARINGS AT
LINE IN LIEU OF 2"X2" REDWOOD HUB SET
AT LOT CORNER PER MB 86/58-59.
THE BEARINGS SHOWN HEREON ARE BASED ON ® FD. GLO BRASS CAP DOWN 0.6' IN MONUMENT
"E THE BEARING N89'41'30BEING THE WELL STAMPED AS S1/16 COR., SW1/4, SEC.
CENTERLINE OF ALEJO ROAD PER MB 86/58-59. 12. PER MB 86/58-59.
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