cr24_0664CORNER RECORD Agencylndex CR180475
Document Number 20 Aq - 0 &0 .q
City of PALM SPRINGS
Brief Legal Description
CORNER TYPE
County of RIVERSIDE
LOT 39 PER MN 338/20
I ® Government Corner 0 Control
N.
Elevation
X i 0 Meander ❑X Property Units ❑ Metric ❑X U.S. Survey Foot
------ - ----
Rancho Other Horizontal Datum
Zone Epoch Date
Date of Survey September 13, 2018 Vertical Datum
T.4S, R.4E SECTION 1 ❑ Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref.: E9 8765(d) 118771 ❑ 8773 ❑ Other:
, California
COORDINATES (Optional)
E.
Corner/ ❑X 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):
ir
SURVEYOR'S STATEMENT O�
This Corner Record was prepared by me or under my direction in conformance with UK.FOMOTORthe Professional Land Surveyors'Act on September 13. 2018 SignedVP.L.S. or�. No. 7070 OF CAJ
COUNTY SURVEYOR'S STATEMENT
This Comer Record was received March 12, 2024
and examined and filed 4—` —3 ~
Signed
Title Riverside County Surveyor
County Surveyor's Comment
P.L.S. or R.C.E. No.
LAN
McMi�
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exp.12-31-24 Q
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BPELSG-2016 Page 1 of2
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uocumeni NumDer -&vw-'+ - u w w 7
ncy Inaex uK l ou4 f O
N89'59'36"W 1168.81' (N89'59'30"E 1169.02') WAYNE ROAD
334.94' [335.00'] 99.98 733.89' [734.'
N 02
1 [100.00'] 2 J
o S.N.F. b S.N.F. �W
p rn o _ '� ol Cc
oio rno a:N N N '� �. Q
W pi W O�i� O)� �Lo LL 0
N N
Lo Lo o 0 0 M W W
01 -co " N89'59'57"E to in
0 0 99.99' c
p S.N.F. z z (N89'59'30"E 0 0
100.00') z z
nnnn �� POINT FALLS IN
TO Wu�
FENCE "GAP" SET
� I LOT 39 W.C. TAG 1.00'
_ STY ALONG PL
N _ O MB 33/20 ' o ON FENCE POST.
W SCALE 1 60' O rn o
o rn0
7 V SET NAIL AND TAG SET NAIL AND TAG
CV LS7070 ON LS7070 ON
O0 S.N.F. PROLONGATION OF (N89'59'30"E PROLONGATION OF
Z PL 7.00' SL'Y. 100.00')M&R PL 7.00' SL'Y.
Lo [100.00.]
335.02' [335.00'] N M&CAL'C 281B 48' [288.47']
' BASIS OF BEARINGS: N89'59'30"E 723.51' (NB9'59'30"E 723.47')
3 DEL LAGO ROAD 5ii�
SURVEYOR'S NOTES
0 INDICATES SET 1" IRON PIPE WITH PLUG
STAMPED LS7070. FLUSH. UNLESS
OTHERWISE NOTED.
■ INDICATES FOUND MONUMENT AS NOTED
( INDICATES RECORD DATA PER MB 33/20.
[ INDICATES CAL'C DATA PER MB 33/20.
BASIS OF BEARINGS
THE BEARINGS SHOWN HEREON ARE BASED ON
THE BEARING N89'59'30"E BEING THE
CENTERLINE OF DEL LAGO ROAD PER MB 33/20.
MONUMENT NOTES
0 FD. 1/2" I.P. WITH TAG RCE 14614 DOWN 0.5'
IN MONUMENT WELL IN LIEU OF 3/4" I.P.
TAGGED RCE 14614 PER CR 86-0150.
2❑ FD. 1/2" I.P. PER MB 33/20. TAG ILLEGIBLE
DOWN 0.6' IN MONUMENT WELL.
3❑ FD. 3/4" I.P. WITH TAG LS4146 DOWN 0.5' IN
MONUMENT WELL IN LIEU OF 1/2" I.P. PER MB
33/20.
0 FD. 1/2" I.P. PER MB 33/20. TAG ILLEGIBLE
DOWN 0.6' IN MONUMENT WELL. ACCEPTED AS
THE BC OF THE CENTERLINE DEL LAGO ROAD.
BPELSG-2016 Page 2 of 2