cr23_0428CORNER RECORD Agency Index CR230019
Document Numbers 3 — �N28
City of DESERT HOT SPRINGS County of RIVERSIDE , California
Brief Legal Description A PORTION OF THE NW 1/4 OF THE NE 1/4 OF THE NE 1/4 OF SECTION 5
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T.3S, R.5E SECTION 5
CORNER TYPE
COORDINATES (Optional)
N. E.
Government Corner Control Elevation
ElMeander Property Units Metric U.S. Survey Foot
MRancho Other Horizontal Datum
Date of Survey
Zone Epoch Date
November 11, 2019 Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref.: ® 8766(d) El 8771 E18773 1 Other:
Corner/ ❑X Left as found
❑X Established
❑ Rebuilt
ElPre-Construction
Monument: ❑ Found and tagged
❑ Reestablished
❑ Referenced
El Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
Q✓ 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 January 12, 2023
Signed P.L,S. or5RIE. No. 7070
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received 3• % —a -3
and examined and filed
Signed P.L.S. or R. . . No.
Title }�
County Surveyor's Comment
BPELSG-2016 Page 1 oft
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PHILLIP K. FOMOTOR
No. 7070
No. 8488
Exp. 12-31-24 ,
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Agency
Index
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1 N89a55'43"W 1322.12' (N89'54'28"W
1321.27')
330.53' (330.54')
991.59' (990.73')
155.00' 156.00'
N 1/4
19.52'
2❑—'
COR.
SEC. 5
SURVEYOR'S NOTES
O INDICATES SET 1" IRON PIPE WITH
PLUG
STAMPED LS7070. FLUSH.
INDICATES FOUND MONUMENT AS NOTED
INDICATES RECORD DATA PER MB
378/49-51.
BASIS OF RFARINC,S
THE BEARINGS SHOWN HEREON ARE
BASED ON THE BEARING N01°59'38"E
BEING THE EASTERLY LINE OF SECTION
5 M
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PER MB 378/49-51.
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PARCEL
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PER TRANSFER DEED
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INST. NO. 2019-0183248
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REC. 05/23/2019 O.R.
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30.00' (30.03')
331.23' (331.22')
N89°55'19"W 1324.09' (N89`55'5
MONUMENT NOTES
SCALE 1 "=100'
-- 992.86' (992.84')
1324.06')
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❑1 FD. 1.5" I.P. BENT, SHOT AT BASE. UP 0.5' PER MB 378/49-51. ACCEPTED AS 5
THE N 1/4 OF SECTION 5.
❑2 FD. 3/4" I.P. PER <MB 378/49-51. DOWN 0.6'. ACCEPTED AS THE 1/4 COR. E 1/4
OF SEC. 32/33/5/4. COR.
�3 FD. 3/4" I.P. IN LIEU 1/2" I.P. PER MB 378/49-51. FD. BENT, SHOT AT BASE. UP SEC. 5 &
0.4'. NO TAG. ACCEPTED AS THE SW COR. OF PARCEL. SEC. 4
FD. 2"X2" PER MB 378/49-51. UP 0.2'. ACCEPTED AS ON THE SOUTHERN LINE OF
PARCEL.
(� FD. 3/4" I.P. PER MB 378/49-51. NO TAG. DOWN 0.1' ACCEPTED AS THE E 1/4 COR.
u OF SEC. 5 & 4.
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