cr24_0668CORNER RECORD
Agency Index CR210889
Document Number ,zoaq - o4,& ov
City of THOUSAND PALMS County of
RIVERSIDE , California
Brief Legal Description LOT 19 MB 24/31
CORNER TYPE
COORDINATES (Optional)
E Government Corner ❑ Control
N. E.
Elevation
❑ Meander ❑X Property
Units Metric ❑X U.S. Survey Foot
—�� ❑ Rancho ❑ Other
Horizontal Datum
Zone Epoch Date
Date of Survey January 7, 2020
Vertical Datum
T.5S, R.7E SECTION 31
❑ 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 comer identified and monument as found, set, reset, replaced, or removed
❑✓ See sheet #2 for description(s):
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SURVEYOR'S STATEMENT Op
This Corner Record was prepared by me or under my direction in conformance with PHILLIP K. FOMOTOR
the Professional Land Surveyors: Act on March 2. 2020 No. 7070
Signed vlk;�f_P.L-S- or.F�eE. No. 7070
T p
111117 F OF GAL�F
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received February 29, 2024
and examined and filed 3 ��
Signed P.L.S. or R.C.E. No. 8488 ��►,1 +4f�l��
Title Riverside County Surveyor �o,�a��,.MC
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County Surveyor's Comment 0 0 $ X
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BPELSG-2016 Page 1 of 2
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1 N89'37' 16"E 318.34' 1
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RE-ESTABLISHED
BY SINGLE
PROPORTION.
BASIS OF BEARINGS
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130.80' (131.00')
RE-ESTABLISHED AT
RECORD DISTANCE
FROM DATE GARDEN o
DRIVE PER MB23/74. o
(25')
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N89'37'58"E 25.00' rn
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N89'37'58"E 131.00' oO Oz
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N89'38'06"E 131.04'
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N89'39'16"E 111.40'
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(S89'38'05"W 111.10')
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(156.00')
66929' (n 66�')
_156.33'
N89'39'16"E 825.62' (S89'38'05"W 825.72 )
RAMON ROAD C 6
THE BEARINGS SHOWN HEREON ARE BASED
3❑
ON THE BEARING NO'04'15"W BEING THE
CENTERLINE OF SHELTER DRIVE PER MB
24/31.
SURVEYOR'S NOTES
O INDICATES SET 1" IRON PIPE WITH
PLASTIC PLUG STAMPED LS7070. FLUSH.
5❑
INDICATES FOUND MONUMENT AS NOTED
INDICATES RECORD DATA PER MB 24/31.
❑
INDICATES RECORD DATA PER MB 23/74.
❑ FD. 3/4" I.P. PER MB 23/74. DOWN 1.0'.
NO,TAG. ACCEPTED AS THE INTERSECTION
OF THE 'CENTERLINE OF DATE GARDEN
DRIVE.& TRACT BOUNDARY OF MB24/31.
0 FD. 3/4" I.P. PER MB 24/31. DOWN 0.3'.
Na TAG. ACCEPTED AS THE CENTERLINE OF
SHELTER` DRIVE & THE PROLONGATION OF
THE NORTH LINE OF LOT 24.
FD. 2"X2" HUB FLUSH PER MB 24/31.
ACCEPTED AS THE SE COR. LOT 19. REPLACED
WITH 1" I.P. PLUG TAGGED LS 7070 FLUSH.
FD. 1 " I.P. WITH MAG NAIL FLUSH PER
CR13-365. NO TAG. ACCEPTED AS THE
INTERSECTION OF RAMON ROAD AND THE TRACT
BOUNDARY PER MB 23/74.
FD. 1 1/2" COPPERWELD STAMPED RIV. CO.
SUR. FLUSH PER CR13-365 ACCEPTED AS
THE INTERSECTION OF RAMON ROAD AND
SHELTER DRIVE.
FD. 1 1/2" COPPERWELD STAMPED RIV. CO.
SUR. FLUSH PER CR13-365 ACCEPTED AS
THE S 1 /4 SEC. 18.
L IJ
NORTH
0 60' 120'
SCALE 1 "= 60'
BPELSG-2016 Page 2 of2