cr24_1715CORNER RECORD Agency Index C R240033
Document Number 2024-1715
City of PALM SPRINGS County of RIVERSIDE , California
Brief Legal Description PORTION OF SECTION 23, TOWNSHIP 3 SOUTH, RANGE 4 EAST, SAN BERNARDINO MERIDIAN
CORNER TYPE
Government Corner❑
Meander ❑
Rancho ❑
Control
Property
Other
COORDINATES (Optional)
N. E.
® Elevation
❑ Units Metric ❑ U.S. Survey Foot
❑ Horizontal Datum
Zone
Vrt' IDt
Epoch Date
Date of Survey 7/19/2023
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❑ Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref: ❑
8765 (d) ❑X 8771
❑
8773 ❑ Other:
Corner/ ❑X
Left as found ❑ Established
❑
Rebuilt ❑X Pre -Construction
Monument: ❑
Found and tagged ❑ Reestablished
❑X
Referenced ❑ Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
❑X See sheet #2 for description (s):
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SURVEYOR'S STATEMENT o j
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This Corner Record was prepared by me or under my direction in conformance with a
the Professional Land Surveyors' Act on JANUARY 3, 2024 P.L.S. 4212
Signed C �l P.L.S. or R.C.E. No. 4212 9TF OF C A` �F ��_
COUNTY SURVEYOR'S STATEMENT NAB LAND
This Corner Record was received 1 /4/24 4,M. NFs G9�
and examined and filed 8/6/24 /1❑
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Signed 1- P.L.S. o�. No. 9522 Cr No.9522
�r EXP.09-30-25
Title DEPUTY COUNTY SURVEYOR
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County Surveyor's Comment
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Index V RC'+UUIDID
FIXED POSITIONS HELD AS REFERENCE TIES:
CGPS/CORS N. LATITUDE W. LONGITUDE
COTD 33043'56.9438" 116023'12.7574"
P585 34001'09.6420" 116032'44.6410"
WIDC 33056'05.1168" 116023'30.3699"
WWMT 33057'19.1188" 116039'13.8389"
ADJUSTED COORDINATES:
MON. NORTHING EASTING
< 2272305.43' 6472028.70'
OB 2271677.35' 6472075.26'
OC 2271795.86' 6472075.83'
OD 2256514.32' 6471942.83'
MONUMENT DESCRIPTIONS
_ FOUND 1" IRON PIPE WITH PLASTIC PLUG STAMPED
"RIV. CO. TRANS.", ACCEPTED AS SECTION CORNER
COMMON TO SECTIONS 14, 15, 22, AND 23 IN T3S, R4E,
S.B.M., PER C.R. 14-0491, FLUSH IN ASPHALT.
O— FOUND 1" IRON PIPE WITH PLASTIC PLUG STAMPED "RIV. CO.
TRANS.", PER C.R. 14-0482, DOWN 0.20' IN DIRT.
O— FOUND SPIKE IN REMAINS OF 4 X 4 WOOD POST, NO
REFERENCE, DOWN 0.50' IN DIRT.
O— FOUND 1" IRON PIPE WITH TAG STAMPED "R.C.E.
26401 ", ACCEPTED AS SECTION CORNER COMMON TO
SECTIONS 34 & 35, IN T3S, R4E, AND SECTIONS 2 & 3 IN
T4S, R4E, S.B.M. PER C.R. 20-0398, DOWN 0.50' IN WELL.
— FOUND MONUMENT AS DESCRIBED; LEFT AS FOUND.
— CALIFORNIA GLOBAL POSITIONING SYSTEM (CGPS)
CONTINUOUSLY OPERATING REFERENCE STATION (CORS)
15 14 P585
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22 23 ass?�eqs
0W
WWMT G` N Ne��P/
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45 a O�� ss9 a�'�S'
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LATITUDE = 33'32'11.58273"
LONGITUDE = 117°43'10.01673"
0 MAPPING ANGLE =-00°48'26.94273"
COMBINATION FACTOR = 0.99994766
ELEVATION = 277.08'
AT POINT P585
PURSUANT TO SECTION 8815.5 OF THE
CALIFORNIA PUBLIC RESOURCE CODE
(LAPLACE CORRECTION NOT APPLIED)
"MAGNETIC DECLINATION WAS PROVIDED BY
THE NATIONAL GEOPHYSICAL DATA CENTER AND
WAS CALCULATED USING THE CURRENT WORLD
MAGNETIC MODEL (WMM-2020-2025) -
http://www.ngdc.noaa.gov
SCALE: 1" = 40'
BASIS OF COORDINATES AND BEARINGS:
1� N89°41'18"W
50.00'
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22
THE COORDINATES AND BEARINGS SHOWN HEREON
ARE BASED UPON THE CALIFORNIA COORDINATE
SYSTEM OF 1983 (CCS83), ZONE 6, EPOCH 2O17.50
(NAD83) IN ACCORDANCE WITH THE CALIFORNIA
PUBLIC RESOURCES CODE SECTIONS 8801-8819; SAID
COORDINATES AND BEARINGS ARE BASED LOCALLY
UPON THE TIE ONLY LINE BETWEEN STATIONS "P585"
AND "WIDC" BEING N56°28'33"W PER THE PUBLISHED
VALUES COMPUTED BY SOPALC/CSRC ON 11/11/2017.
ALL SIGMAS ARE AT THE 950/cCONFIDENCE LEVEL. ALL
DISTANCES SHOWN ARE GRID, TO OBTAIN GROUND
DISTANCES DIVIDE BY THE PROJECT COMBINATION
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