cr19_0125CORNER RECORD Agencylndex C,
Document Number 2019-0125
City of Palm Desert County of RIVERSIDE , California
Brief Legal Description Lot 2 , TR. 25296-9, MB 391/82-85; Portion of SE 1/4, Section 31,
T5S, R6E, SBM APN: 652-340-008
CORNER TYPE COORDINATES (Optional)
N. E.
I
I Government Corner❑ Control EiElevation
-- ��X -- Meander ❑ Property ❑
Units Metric ❑ U.S. Survey Foot ❑
I Rancho ❑ Other ❑ Horizontal Datum
Zone Epoch Date
Date of Survey 6/20/18 Vertical Datum
[I Complies with Public Resources Code §§8801-8819
El Complies with Public Resources Code §§8890-8902
PLS Act Ref:❑X 8765(d) ❑ 8771 ❑ 8773 ❑ Other:
Corner/ 0 Left as found ❑ Established ❑ Rebuilt ❑ 'Pre -Construction
Monument: ❑ Found and tagged X❑ Reestablished ❑ Referenced ❑ Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed
X❑ See sheet #2 for description (s):
SEE BACKSIDE
S1 EV Ery
SURVEYOR'S STATEMENT a O
This Corner Rec was prepared by me or under my direction in conformance with z No. 7627
the Professio nd eyors' June 5 , 2018 1P1k
Signed --7627 O'c CALF
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received 12-21-2018 \ONPL LANoSG
1-17-2019 G. �PG
and exami and file '.c
O
SignedA L.S. or R. 9. F=. No. 7611 ° No. 7611 `n
* Exp. 12-31-20
Title Deputy County Surveyor
OFC
County Surveyor's Comment
Page 1 of 2
Document Number 2019-0125 Agency Index CR180340
!N07B,
1. SEARCHED AND FOUND NOTHING AT ALL
PROPERTY CORNERS UNLESS
OTHERWISE NOTED.
2. ALL BEARINGS AND DISTANCES ARE
RECORDED AND MEASURED OR
CALCULATED PER MB 391/82-85
�Q
O INDICATES SET 1- IP w/ PLUG STAMPED,
IS 7627' OR UNLESS OTHERWISE NOTED.
RECORD DATA SHOWN PER MB 391/82-85.
i INDICATES FD 1 ' IP w/ PLUG STAMPED, 'LS
7842' OR UNLESS OTHERWISE NOTED.
RECORD DATA SHOWN PER MB 391/82-85.
DN 0.4
ANDREAS CANYON DRIVE
ON 0.2'
S88'47 28 E
62.01 '
h g
q, A=14'35'56'
R=325.00'_
L=82.81'
DN 0.1'�
z
0
4
LOT
2
M INDICATES FD 2' IP w/ PLUG STAMPED, IS
7842', FLUSH. RECORD DATA SHOWN PER
MB 391/82-85.
111,—DN 0.4'
TRACT N0. 25296-9 a
MB 391/82-85
o rq
N
O
Lo
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V
DN 0.2' -
LLJ
_94' U
h18❑ 7 N
-w 0_ o
1 4
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= UP 0.1'
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196
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90
Penn 2 of 9
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