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CORNER RECORD
y
Agency Index
CR170323
Document Number —
PALM SPRINGS County of RIVERSIDE , California
thief Legal Description
PARCEL 2 P.M. 193/59-61, SEC. 13, T.4S., R.4E., S.B.M.
CORNER TYPE COORDINATES (Optional)
Government Corner F1 Control
Meander 17 Property
Rancho Other
N.
Elevation
E.
Units 0 Metric 17 U.S. Survey Foot
Horizontal Datum
Zone Epoch Date
+') Date of Survey February 28, 2017 Vertical Datum
F_1 Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref.: 8765(d) 8771 El 8773 0 Other:
Corner/
❑X
Left as found
❑ Established
❑ Rebuilt
Pre -Construction
Monument:
❑X
Found and tagged
1:1 Reestablished
11 Referenced
Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
R See sheet #2 for description(s):
1 -FD. 1" I.P. W/TAG "LS 5346", DN 04, PER P.M. 193/59-61, ACCEPTED AS C/L INT. FARRELL DRIVE AND TAHQUITZ CANYON WAY.
2 -FD. COPPERWELD STAMPED "PLS 4989", FLUSH, PER P.M. 233/91-93, ACCEPTED AS C/L INT. FARRELL DRIVE AND BARISTO ROAD.
3 -FD. 1" I.P. W/PLASTIC PLUG, ILLEGIBLE, FLUSH, IN LIEU OF 1" I.P. W/PLASTIC PLUG "LS 5346" PER P.M. 193/59-61, ACCEPTED AS NW COR. PARCEL 2 P.M.
193/59-61.
4 -FD. 1" I.P. W/PLASTIC PLUG "LS 5346% DN 04, PER P.M. 193/59-61, ACCEPTED AS NE COR. PARCEL 2 P.M. 193/59-61.
5 -FD. NAIL & TAG "LS 5346", FLUSH, PER P.M. 193/59-61, ACCEPTED AS MOST NORTHERLY SE COR. PARCEL 2 P.M. 193/59-61.
-FD. 1" I.P. W/PLASTIC PLUG "LS 5346", DN 0.1', PER P.M. 193/59-61, ACCEPTED AS MOST SOUTHERLY SE COR. PARCEL 2 P.M. 193/59-61.
7 -FD. 1" I.P. OPEN, NO ID, FLUSH, IN LIEU OF 1" I.P. W/PLASTIC PLUG "LS 5346" PER P.M. 193/59-61, ACCEPTED AS SW COR. PARCEL 2 P.M. 193/59-61.
AFFIXED PLASTIC PLUG "PLS 4989".
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Professional Land Surveyors' Act on Auaust 2, 2017
Signed CA"HArri4— P.L.S. xDA . No. 4989
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received " 14
and examined and filed / "1
Signed P.L.S. or 1 0_ No. Z3
Title ,00
County Surveyor's Comment
BPELSG-2016 Page 1 of 2
/\ONp,L Lq/y0 ,
G,
CHARLES R. HARRIS
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\ No. 4889 /*
Document Number %• S Agency Index CR170323
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(N 45'13'36" F
32.5
N 45'09'42»
32.6
(S 89'42'04" E 198.50`)
S 89'42'04" E 198.49'
(N 89`42'04" W 425.34')
BARISTO ROAD
L SFN-ESTABLISHED
AT RECORD ANGLE
AND DISTANCE PER
P.M. 193/59-61
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE OF
FARRELL DRIVE BEING N 0'09'16" E PER P.M. 193/59-61
NOTES:
® INDICATES FOUND MONUMENT AS NOTED ON REVERSE.
() INDICATES RECORD DATA PER P.M. 193/59-61
SFN INDICATES SEARCHED FOUND NOTHING
NOT TO SCALE
J.N. 2228
BPELSG-2016 Page 2 of 2