rs159_006FOUND GEAR SPIKE & WASHER
S 84018017 of E
LS 8508, FLUSH, PER R 1,
SURVEY MONUMENTS BM 105 AND BM 144. UNLESS OTHERWISE NOTED, ALL DISTANCES
827.862(GRID)
ACCEPTED AS NW CORNER
DISTANCES, DIVIDE GRID DISTANCE BY 0.999974990co
S ECTI 0 N 4.
a
N 2224772.50
E 6524188.71
w
NAD83 CA ZONE 6
00
MONUMENT NOTES
"
0
co
FOUND 2 1/2 of BRASS DISK STAMPED "LS 4146 1987 E 1/16 S5 T5S R6E",
w
flo
F21 FOUND GEAR SPIKE & WASHER LS 8508, FLUSH, PER CORNER RECORD
PARCEL 2 —
2017-340, ACCEPTED AS NW CORNER SECTION 4.
o
of Do to
N
ALUM
[_31 FOUND 3 ALUM DISK STAMPED LS 8508 , FLUSH, PER R1, ACCEPTED AS
o
FOUND GEAR SPIKE & WASHER
z
V co
LS 8508 FLUSH, PER R1.
C Z
ACCEPTED AS SW COR OF NW
'q-
1/4 SEC 4.
N 2222096.38
100
E 6524124.92
o
NAD83 CA ZONE 6
0
N
v
0
IJO
N
N
Jod.1
w
�'
oR"
to
NOT TO SCALE
0
z
CPD BM #105
N 2219321.93'
E 6524023.07'
NAD83 CA ZONE 6
ELEVATION OF 241.26
DATUM STATEMENT:
CPD BM #144
N 2224690.35'
E 6525012.50'
NAD83 CA ZONE 6
ELEVATION OF 274.00
CONVERGENCE ANGLE
AT THE CPQ BM #105
IN THE CITY OF PALM DESERT, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
OF A PORTION OF THE NORTHWEST QUARTER OF
SECTION 4., TOWNSHIP 5 SOUTH,, RANGE 6 EAST, S.B.M.
I5MSA CONSULTING, INC.
E 1/16 COR
SEC. 5
N 89052'40" E 1324.99'
(N 89'52'20" E 1324.56')R1
QUITCLAIM DEED
DOC# 2018-0074280
REC. 2/28/2018 O.R.
I—I—Lj
NW COR 2 FRANK SINATRA DRIVE
SEC 4
4 ;n N 89'52'08" E 776.37LO'
`O n
N 89052'08" E 337.54' N 89'52 08 E 348.83
N 00'07'52 W N 48'27'36" W
20.00'
28.03'
R/W PER DOC. N 04' 19'32" E
2009-0659535 59.43'
REC. 12/23/2009
THE COORDINATES SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE
SYSTEM (CCS83). ZONE 6, 2004.0 EPOCH, AS PER CITY OF PALM DESERT CONTROL
SURVEY MONUMENTS BM 105 AND BM 144. UNLESS OTHERWISE NOTED, ALL DISTANCES
SHOWN ON THE HORIZONTAL CONTROL DIAGRAM ABOVE ARE GRID. TO OBTAIN GROUND
DISTANCES, DIVIDE GRID DISTANCE BY 0.999974990co
-
a
N
w
MONUMENT NOTES
"
0
z
FOUND 2 1/2 of BRASS DISK STAMPED "LS 4146 1987 E 1/16 S5 T5S R6E",
DOWN 0.6 PER R1, ACCEPTED AS THE E 1/16 CORNER OF SECTION 5.
QUITCLAIM DEED
F21 FOUND GEAR SPIKE & WASHER LS 8508, FLUSH, PER CORNER RECORD
PARCEL 2 —
2017-340, ACCEPTED AS NW CORNER SECTION 4.
DOC# 2018-0074294
of Do to
2/28%X? 18 O.R.
ALUM
[_31 FOUND 3 ALUM DISK STAMPED LS 8508 , FLUSH, PER R1, ACCEPTED AS
CENTERLINE INTERSECTION OF FRANK SINATRA DR AND PORTOLA AVE.
F41 FOUND GEAR SPIKE & WASHER LS 8508 FLUSH, PER R1, ACCEPTED AS POINT
ON CENTERLINE OF PORTOLA AVE.
F51 FOUND 1 is
IRON PIPE W/TAG LS 8508, DOWN 0.2', PER R1 , ACCEPTED AS
POINT ON CENTERLINE OF PORTOLA AVE.
F61 FOUND 1 " IRON PIPE W/TAG LS 8508, DOWN 0.21, PER R1, ACCEPTED AS
POINT ON CENTERLINE OF PORTOLA AVE.
F71 FOUND GEAR SPIKE & WASHER LS 8508 FLUSH, PER R1, ACCEPTED AS POINT
ON CENTERLINE OF PORTOLA AVE.
.
F81 FOUND COPPERWELD "LS 4897", FLUSH PER R1, ACCEPTED AS POINT ON N 01'21 31.
1 E
31.06'
CENTERLINE OF PORTOLA AVE. (N 01.21256" E
® DO
FOUND COPPERWELD LS 4897". FLUSH, PER R1, ACCEPTED AS SW COR OF 31.16')R1
NW 1/4 SEC 4.
QUITCLAIM DEED
PARCEL 1
DOC# 2018-0074294
REC. 2/28/2018 O.R.
R/W PER DOC.
2009-0659534
REC. 12/23/2009
N 01"21'42" E
167.91'
(N 01'21 '56" E
167.93')R1
MARCH — 2022
321 33
N 04' 19'04" E
158.29'
(N 04"19"18" E
158.29') R1
4
JR/W PER DOC.
2009-0659535
REC. 12/23/2009
2o22—D3gl3scp ��
CLLI �
v
SHEET 1 OF 1 SHEETS,
RECORDER'S STATEMENT
FILED THIS , tk DAY OFPD�e M)Df
r 20
AT _ 's • LA -1 M. IN B00
RECORDS OF SURVEY, AT PAGE (p AT THE
REQUEST OF THE COUNTY SURVEYOR.
NO. 70120`03513510
FEE J$ 61
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
BY: 5c DEPUTY
SURVEYOR'S STATEMENT
THIS MAP CORRECTLY REPRESENTS A SURVEY
MADE BY ME OR UNDER MY DIRECTION IN
CONFORMANCE WITH THE REQUIREMENTS OF THE
PROFESSIONAL LAND SURVEYORS' ACT, AT THE
REQUEST OF HAYES DIETRICH, LLC IN JANUARY
2022.
LUKE R. �t'BEOVO�L P.L.S. 8223
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE
WITH SECTION 8766 OF THE PROFESSIONAL
LAND SURVEYORS' ACT, THIS 31 DAY
OF A06z 20 pal
DAVID L. McMILLAN P.L.S. 8488
COUNTY SURVEYOR EXP 12/31/22
COUNTY SURVEYOR'S STATEMENT
t !17 "-b
�O LUKE R. BEVERLY
4.
No. 8223
LAI�Q SGS
No. 8488
Exp. 12/31/20
OF C \F
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
CREATED AND THEREFORE MAY NOT BE BUILDABLE PARCEL(S).
DAVID L. McMILLAN P.L.S. 8488
COUNTY SURVEYOR EXP 12/31/22
milli
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS BASED UPON THE CALIFORNIA
COORDINATE SYSTEM (CCS83). ZONE 61 2004.0 EPOCH, AS PER CITY OF
PALM DESERT CONTROL SURVEY MONUMENTS BM 105 AND BM 144. (SEE
GPS CONTROL DIAGRAM)
TAKEN AS: N 10'26'34" E
� INDICATES FOUND MONUMENT AS NOTED
Q INDICATES SET 1"' I.P. W/TAG "P.L.S. 82239D, FLUSH.
(—) INDICATES RECORD DATA
R1 INDICATES RECORD DATA PER R.S. 138/52
q INDICATES CENTERLINE
SURVEYOR'S STATEMENT
GROUND SURVEY WORK WAS CONDUCTED ON 12/24/2021.
THE PURPOSE OF THIS SURVEY IS TO MONUMENT PARCELS 1 AND 2
AS DESCRIBED IN GRANT DEED RECORDED 02/28/2018 AS DOC. N0.
2018-0074294 O.R.
RIV. CO. 22-055 J.N. 2746