rs162_071-072aoau � 005`i�50
SHEET 1 OF 2 SHEETS
IN THE CITY OF INDIO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
STATEMENT OF PURPOSE RECORD OF SURVEY COUNTY RECORDER'S STATEMENT
THIS SURVEY WAS PERFORMED TO ESTABLISH THE BOUNDARY OF THE PARCEL DESCRIBED IN BEING A SURVEY O F THE BOUNDARY O F THE PARCEL AS DESCRIBED I N GRANT DEED FILED THIS a� DAY OF �� 120 ay AT' �' 37 AM., IN BOOK � OF
GRANT DEED DOCUMENT NO. 2012-0499557, RECORDED OCTROBER 18, 2012, OFFICIAL RECORDS
RIVERSIDE COUNTY. THIS SURVEY IS FILED IN COMPLIANCE WITH SECTION 8762(B), PARTS 1
THROUGH5,OFTHEPROFESSIONALLANDSURVEYOR'SACT. DOCUMENT NO. 2012-0499557, RECORDED OCTOBER 18, 2012, O.R.R.C., LOCATED RECORDS OF SURVEY, AT PAGE1 LLI,ATTHEREQUESTOFTHECOUNTYSURVEYOR.
WITHIN A PORTION OF THE EAST HALF OF THE SOUTHWEST QUARTER OF SECTION NO. 8Loay-005y�5D
27, TOWNSHIP 5 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN. FEE: $ H, -0-0-
SURVEYOR'S NOTES
1. BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83, ZONE 6, BASED
LOCALLY ON CONTROL STATIONS "P489", "P600" AND "PIN1" NAD83(NSRS2011) EPOCH 2O17.5 AS SHOWN HEREON. ALL
BEARINGS SHOWN ON THIS MAP ARE GRID. QUOTED BEARINGS AND DISTANCES FROM REFERENCE MAPS OR DEEDS ARE
AS SHOWN PER THAT RECORD REFERENCE. ALL DISTANCES ARE GRID DISTANCES UNLESS SPECIFIED OTHERWISE.
GROUND DISTANCES, MAY BE OBTAINED BY MULTIPLYING THE GRID DISTANCE BY 1.00002053, WHICH IS THE INVERSE OF A
COMBINATION FACTOR OF 0.99997947. CALCULATIONS ARE MADE AT CONTROL POINT "CP2" WITH COORDINATES OF
NORTHING: 2201082.371, EASTING: 6562976.155, USING AN ELEVATION OF 22.206.
2. ELEVATIONS
ELEVATIONS HAVE BEEN DETERMINED USING GEOID MODELING, ARE EXPRESSED IN U.S. SURVEY FEET AND ARE
REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) DEFINED LOCALLY BY CALIFORNIA SPATIAL
REFERENCE CENTER (CSRC) CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS). THIS SURVEY IS TIED TO
STATIONS P489, P600 AND PIN1.
COMBINED FACTORS ARE THE PRODUCT OF THE ELEVATION FACTOR TIMES THE CCS83 SCALE FACTOR. ELEVATION
FACTORS WERE COMPUTED USING A VALUE OF 20,906,000 FEET AS THE RADIUS OF CURVATURE OF THE EARTH AND THE
GEOID MODEL AT THE STATION. THE GEOID HEIGHT WAS INTERPOLATED FROM THE NGS GEOID12B GEOID MODEL.
ACCURACY STATEMENT
1. THE PRIMARY CONTROL NETWORK WAS NOT PERFORMED ACCORDING TO ANY PUBLISHED SPECIFICATIONS. THE
CONTROL STATIONS TO WHICH THIS SURVEY IS REFERENCED MEET THE REQUIREMENTS FOR INCLUSION IN THE CSRS AS
DEFINED IN THE PUBLIC RESOURCES CODE.
2. THE PRIMARY CONTROL NETWORK SURVEY WAS PERFORMED USING STATIC GNSS EQUIPMENT AND METHODS. GNSS
OBSERVATION DATA WAS PROCESSED USING TRIMBLE BUSINESS CENTER V5 SOFTWARE AND ADJUSTED BY THE LEAST
SQUARES METHOD (SEPARATE HORIZONTAL AND VERTICAL ADJUSTMENTS) USING STAR -NET V9 SOFTWARE. THE
POSITIONS AND ELEVATIONS HELD FIXED IN THE FIXED IN THE FINAL CONSTRAINED ADJUSTMENT ARE AS LISTED IN
SURVEYOR'S NOTES 1 AND 2. THE RESULTANT CCS83 ZONE VI COORDINATES ACHIEVE A 0.5 CM LOCAL ACCURACY AT THE
95% CONFIDENCE LEVEL. THE RESULTANT NAVD88 ELEVATIONS ACHIEVE A 1.0 CM LOCAL ACCURACY AT THE 95%
CONFIDENCE LEVEL.
CONTROL STATION POSITIONS
HORIZONTAL: CCS83, ZONE VI, NAD83(2011) EPOCH 2O17.50
VERTICAL: NAVD88, GEOID 12B
COMBINED
CONVERGENCE
POINT NORTHING EASTING ELEV. ELL. HT.
FACTOR
ANGLE (D-M-S)
P489 2051432.007 6603957.666 1064.189 291.0710*
0.99990867
0°01'15.44"
P600 2258684.829 6573244.005 2706.509 792.8262*
0.99987268
-0°06'51.77"
PIN1 2166429.728 6498293.942 4226.979 1256.9250*
0.99976861
0°00'05.70"
CP2 2201082.371 6562976.155 22.206
0.99997947
0°00'08.52"
208 2201023.245 6563908.483 20.134
0.99997955
0°00'14.58"
213 2201006.874 6561246.536 28.940
0.99997912
-0°00'02.73"
1. CCS83 ZONE VI COORDINATES, COMBINED FACTOR AND CONVERGENCE ANGLE
FOR ALL CSRS STATIONS WERE
CALCULATED FROM THE NAD83 LATITUDE AND LONGITUDE GIVEN IN R9 USING STAR*NET V9 SOFTWARE.
SEE SURVEYOR'S NOTE 1.
2. NAD83 ELLIPSOID HEIGHTS (* EXPRESSED IN METERS) FOR ALL CSRS STATIONS ARE AS GIVEN IN R4.
SEE SURVEYOR'S NOTE 2.
3. COORDINATES, ELEVATIONS, COMBINED FACTOR AND CONVERGENCE ANGLE FOR PRIMARY SURVEY CONTROL POINTS
WERE CALCULATED IN THE STAR*NET ADJUSTMENTS.
PRAXIS LAND SURVEYING
MAY, 2023
PETER ALDANA, ASSESSOR - COUNTY CLERK - RECORDER
111
P600
INDIO /
BY:, ("A —_'DEPUTY
PALM
10 THOUSAND HILLS / I
/ N / I
SPRINGS
PALMS /
CATHEDRAL /
CITY
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SURVEYOR'S STATEMENT
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2
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MIRAGE j ILAND
INDIO
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THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN
5 ��o"ER T LF
CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT
AT THE REQUEST OF GALLOWAY AND COMPANY IN MAY, 2023.
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COUNTY SURVEYOR'S STATEMENT
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THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL
ss�o\ II OASIS
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LAND SURVEYORS' ACT THIS DAY OF ` �� 20.
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RIVERSIDE COUNTY \� 1 I
RIVERSIDE COUNTY
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SAN DIEGO COUNTY \\
IMPERIAL COUNTY
No. 8488
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DESERT
Exp. 12-31-24
SHORES-
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OF C�
DAVID L. MCMILLAN, COUNTY SURVEYOR
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L.S. NO. 8488
EXP. 12/31/24
\ I BEACH
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CONV. ANGLE = 0°00'08.52" SALTON
P489'd
CGF = 1.00002053 - CITY
@ MONUMENT NO. 2
ELEVATION = 22.206'
TIES TO CALIFORNIA COORDINATE SYSTEM
NO SCALE
COUNTY SURVEYOR'S NOTE
THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE DATE OF RECORDING OF THIS RECORD OF SURVEY THAT THE
LAND SHOWN IN THIS RECORD OF SURVEY IS IN COMPLIANCE WITH THE PROVISIONS OF THE SUBDIVISION MAP ACT, DIVISION
2 (COMMENCING WITH SECTION 66410,)�OF�TITLE 7 OF THE GOVERNMENT CODE. THE PARCEL(S) SHOWN ON THIS SURVEY MAY
NOT HAVE BEEN LEGALLY CR lVU l HEREFORE MAY NOT BE BUILDABLE PARCEL(S).
DAVID L. MCMILLAN, COUNTY SURVEYOR
L.S. NO. 8488
EXP. 12/31/24
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LAND SURVEYING
4694 W JACQUELYN AVE., # 101, FRESNO, CA 93722
PHN: (559) 840-2782 WWW.PRAXISLANDSURVEYING.COM
Job No. 23014 23014 ROS.DWG
RIV CO 23-109
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IN THE CITY OF INDIO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A SURVEY OF THE BOUNDARY OF THE PARCEL AS DESCRIBED IN GRANT DEED
DOCUMENT NO. 2012-0499557, RECORDED OCTOBER 18, 2012, O.R.R.C., LOCATED
WITHIN A PORTION OF THE EAST HALF OF THE SOUTHWEST QUARTER OF SECTION 27,
CP2 TOWNSHIP 5 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN.
W _ "�------------- PRAXIS LAND SURVEYING MAY, 2023
SEE DETAIL ° �a5 1339 35 ' STATE HIGHWAY NO. 111 - - - N$$°05'33'_W_13_24_7_0, _
(N89°38'05"E 2662.94')R3 - - - - - - - - - - - - - - -
- 205 (N89°39'16"E 2662.88')R1
_ L " N89°38'16"E 2662.96' (SECTION LINE)
,� ' " I 1331.48' (1331.44')R1 (SECTION LINE) . 1331.48' (1331.44')R1 (N89°39'E 1331.04')D1 (SECTION LINE)
-� I V v // I E NOU 41 10 C LLU I.UU k R LIIVG)
- _ J (N89°40'55"E 2201.02')R2
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213uio �v�
Oz °ion (N89°39'E 173.42')D1
w - - - - - N89°3816"E 173.42' - - - -
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0.27'
\ 204 203
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1�1 204
WEST LINE OF THE EAST
HALF OF THE SOUTHWEST
QUARTER OF SECTION 27,
T. 5 S., R. 7 E., S.B.M.
-� N89°36'16"E 173.42'
(S89°39'16"W 173.42')R1
(S89°39'W 173.42'±)D1
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217
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206
MONUMENT DESCRIPTIONS
203 FOUND 3/4" IRON PIPE, DOWN 4", NO TAG; ACCEPTED AS THE NORTHWESTERLY MOST
SOUTHWEST CORNER OF PARCEL 3, PARCEL MAP NO. 15464, REFERENCED HEREON AS PER
R1; FROM WHICH, MONUMENT NO. 204 BEARS S81°16'12"W, 0.27'.
204 FOUND 2" IRON PIPE, DOWN 4", NO TAG; NO RECORD FOUND, NOT ACCEPTED.
205 FOUND MAG NAIL AND WASHER FLUSH IN PAVEMENT, STAMPED CROFT LS 7232 ACCEPTED
AS THE NORTHWEST CORNER OF THE OF THE EAST HALF OF THE SOUTHWEST QUARTER OF
SECTION 27, T. 5 S., R. 7 E., S.B.M. SEE MONUMENT NOTE 3
206 FOUND 1" IRON PIPE, DOWN 3", TAGGED LS 8207, AT NO°15'44"W, 0.55' FROM CALCULATED
POSITION, NOT ACCEPTED. SEE MONUMENT NOTE 3
207 FOUND 1" IRON PIPE, FLUSH, TAGGED LS 8207, AT SO°15'44"E, 0.22' FROM CALCULATED
POSITION, NOT ACCEPTED. SEE MONUMENT NOTE 3
208 FOUND 1" IRON PIPE, DOWN 6", ILLEGIBLY TAGGED; ACCEPTED AS THE CENTER 1/4 CORNER
OF SECTION 27, T. 5 S., R. 7 E., S.B.M. -
213 CENTERLINE ("R" LINE) MONUMENT, FOUND MAG NAIL AND WASHER FLUSH IN PAVEMENT,
STAMPED CROFT LS 7232, PER CORNER RECORD NO. 2020-0161, ON FILE WITH RIVERSIDE
COUNTY SURVEYOR
217 CENTERLINE ("R" LINE) MONUMENT, FOUND MAG NAIL AND WASHER FLUSH IN PAVEMENT,
STAMPED LS 7232, PER CORNER RECORD NO. 2020-0160, ON FILE WITH RIVERSIDE COUNTY
SURVEYOR
301 WEST 1/4 CORNER OF SECTION 27, T. 5 S., R. 7 E. S.B.M., POSITION ESTABLISHED BY TIES PER
RECORD OF SURVEY FILED IN BOOK 159 OF RECORDS OF SURVEY, AT PAGES 49-51, R.C.R.
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CP2 SET SCRIBED "X" IN CONCRETE SIDEWALK
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MONUMENT NOTES
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1. MONUMENT NO. 205, REFERENCED HEREON, APPEARS TO BE (PER CORNER RECORD NO.
FILE RIVERSIDE SURVEYOR) A PERPETUATION OF THE FOUND
2020-0161, ON WITH COUNTY
3/4" IRON PIPE ACCEPTED AS THE NORTHWEST CORNER OF THE EAST HALF OF THE
SOUTHWEST QUARTER OF SECTION 27, T. 5 S., R. 27 E., S.B.M. PER CORNER RECORD NO.
Q�r pC
202-0281, ON FILE WITH RIVERSIDE COUNTY SURVEYOR. SUBSEQUENT WORK IN THE AREA,
. Q
INCLUDING CORNER RECORD NO. 2020-0296, ON FILE WITH RIVERSIDE COUNTY SURVEYOR,
��
HAVE UTILIZED A COMBINATION OF SECTION CORNERS AND CENTERLINE MONUMENTS TO
ESTABLISH THE RIGHT-OF-WAY LINES OF STATE HIGHWAY NO. 111.
2. THIS SURVEY UTILIZES MONUMENT NOS. 213 AND 217, REFERENCED HEREON, AS THE
CENTERLINE OF SAID STATE HIGHWAY 111. THE DIMENSIONING FOUND BETWEEN THESE
MONUMENTS, AS WELL AS THE SECTION LINE DIMENSION (BETWEEN MONUMENT NOS. 301
AND 208, REFERENCED HEREON, CORRELATE WELL WITH THE CALTRANS MONUMENTATION
MAP 204-602 & 603, REFERENCED HEREON AS R2.
3. THIS SURVEY DOES NOT ACCEPT FOUND MONUMENT NOS. 206 AND 207, REFERENCED
HEREON, AS THEY APPEAR TO BE ESTABLISHED UTILIZING A LINE BETWEEN SAID MONUMENT
NO. 205 (THE NORTHWEST CORNER OF THE EAST HALF OF THE SOUTHWEST QUARTER OF
SECTION 27, T. 5 S., R. 27 E., S.B.M.) AND SAID MONUMENT NO 217 (STATE HIGHWAY 111
CENTERLINE MONUMENT) AS BOTH THE SECTION LINE AND CENTERLINE OF SAID STATE
HIGHWAY (REFERENCED HEREON AS THE "R" LINE, PER SAID R2), WHEN IN FACT, THESE ARE
TWO SEPARATE LINES.
4. THIS SURVEY FINDS THE EXCEPTIONS FROM GRANT DEED DOCUMENT NO. 2012-0499557
(REFERENCED HEREON AS D1) RECORDED MARCH 3, 1967 AS INSTRUMENT NO. 17925 AND
JUNE 15, 1967 AS INSTRUMENT NO. 51727, O.R.R.C., TO BE ALL THAT PORTION LYING ABOVE
THE SOUTHERLY RIGHT OF WAY LINE OF STATE ROUTE NO. 111 (50 FOOT SOUTHERLY HALF
I WIDTH) AS SHOWN ON CALTRANS MONUMENTATION MAPS 204-602 & 204-603 (REFERENCED
HEREON AS R2). THE CENTERLINE DETERMINATION OF WHICH IS DESCRIBED IN ABOVE NOTE
/ NO. 2.
5. A DILIGENT SEARCH OF THE AREA WAS PERFORMED FOR MONUMENTS OF RECORD TO
207 ASSIST IN ESTABLISHING THE BOUNDARY LINES OF THIS SURVEY. ALL MONUMENTS FOUND
THAT WERE RELEVANT TO THE BOUNDARY ESTABLISHMENT OF THIS SURVEY ARE SHOWN
AND DESCRIBED HEREON.
ori9i�aP
aoaq-oo�450
SHEET 2 OF 2 SHEETS
FOUND LEAD, TAG & TACK
LS7232, PER R3,
REFERENCED HEREON
(N61°53'09"E 1.07')R3
STATE HIGHWAY NO. 1L
213
' N87°24'45"E 1339.35'_ - - _ - -
WEST QUARTER CORNER
_ _ - _
_ - - - - -
SECTION 27, T. 5 S., R. 7 E., S.B.M.,
PER TIES SHOWN HEREON
'
_ _
- N89°41'16"E 2201.00' ("R" LINE) (N89°40'55"E 2201.02')R2-
'
N89°38'16"E 1331.48' (CENTER SECTION LINE)
FOUND LEAD,&TACK
/
PERDR3,
\j FOUND LEAD, TAG & TACK
REFERENCED HEREON
LS4212, PER R3,
REFERENCED HEREON
DETAIL - INTERSECTION OF STATE HIGHWAY NO. 111 AND MADISON STREET
NO SCALE
NOTE: THE POSITION FOR THE WEST QUARTER CORNER OF SECTION 27, T. 5 S., R. 7 E., S.B.M., SHOWN ABOVE,
WAS DETERMINED BY TIES PER R3, REFERENCED HEREON.
LEGEND
® CSRS CONTINUOUS GPS STATION
Q PRIMARY CONTROL STATION AS DESCRIBED
FOUND MONUMENT AS DESCRIBED
0o SET 3/4" X 30" IRON PIPE DOWN 6" WITH PLASTIC CAP, PLS 9188
OMONUMENT REFERENCE NUMBER
(R1) RECORD DATA PER PARCEL MAP NO. 15464, FILED IN BOOK 74 OF PARCEL MAPS, AT
PAGES 67-68, R.C.R.
(R2) RECORD DATA PER CALTRANS MONUMENTATION MAP 204-602 & 204-603
(R3) RECORD DATA PER RECORD OF SURVEY FILED IN BOOK 159 OF RECORDS OF
SURVEY, AT PAGES 49-51, R.C.R.
(R4) CSRC WEBSITE HTTP://SOPAC-CSRC.UCSD.EDU/index.php/EPOCH2O17/
(D1) RECORD DATA PER DESCRIPTION OF LANDS IN GRANT DEED DOCUMENT NO.
2012-0499557. O.R.R.C.
R.C.R RIVERSIDE COUNTY RECORDS
O.R.R.C. OFFICIAL RECORDS RIVERSIDE COUNTY
S.B.M. SAN BERNARDINO MERIDIAN
"R" LINE CENTERLINE OF STATE HIGHWAY NO. 111 PER CALTRANS MAPS 204-602 & 204-603
QUARTER SECTION LINE
SIXTEENTH SECTION LINE
CENTERLINE
- - - - - - - - - RIGHT OF WAY LINE
- - - - - - - - - - - - - - - - - DIMENSION OR TIE LINE
CONV. ANGLE = 0°00'08.52"
CGF = 1.00002053
@ MONUMENT NO. 2
ELEVATION = 22,206'
BOUNDARY
40' 0' 40' 80'
SCALE:1 "= 40'
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pmxis
LAND SURVEYING
4694 W JACQUELYN AVE., # 101, FRESNO, CA 93722
PHN: (559) 840-2782 WWW.PRAXISLANDSURVEYING.COM
Job No. 23014 23014 ROS.DWG
RIV CO 23-109