rs166_060LI
FD. CODER WELD STAR ED
LS 6508, FLUSH, PER C.R. 16-
0804. ACCEPTED AS a
INTEASECTIC N.
.4�
FD. 3/4" I.P.. NO TAG, LN. 0.7'
NO EVID 9 CE OF WELL, IN LIEU OF
PLASTIC PLUG STAM ED LS 4152
IN WELL PER C.R. 16-0804. ACCEPTED
IN THE CITY OF PALM SPRINGS, STATE OF CALIFORNIA OF RIVERSIDE, RECORDER'S STATEMENT SHEET 1 of 1 SHEET
RECORD O F SURVEY FILED tHI DAY OF 3PD-!P l,nt 20 � , AT
IN 600K OF RECORDS OF SU V V, AT PAGE (pA
AT THE R OUEST OF THE COUNTY SURVEYOR.
BEING A SURVEY OF PORTIONS OF LOTS 10 AND li OF LAS PALMAS ESTATES Na.
AS SHOWN ON MAP RECORDED IN BOOK 15 OF MAPS, PAGES 15 THROUGH 16, FEE
RECORDS OF RIVERSIDE COUNTY, LYING WITHIN SECTION 10, T4S, R4E, S.B.M. PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
DAWSON SURVEYING, INC. DUNE, 2021 �
BY: ��q_� -- PUTY
SURVEYOR'S NO -TES M.
SURVEYOR'S STATEMENT
AS CI. BC. SET LS 6932 TAG. 7LIC BASIS fIC BEARINGS IS Th4E t�AML-n.INE C)F CAMINO t `L SI1R
//� OHJ17 6+f aLIV7i/vV✓ LJ If IL NIA/Y/L77LL/YL T IM/%1/�V L.LL JUfi
L 1J� U�E QE7NG�N 89+'50�EAS ��SfIOWN Q'drAC �SAP �S�ESTATES PER THIS MAP CORRECTLY REPRESENTS A SURVEY MADE 8Y ME OR UNDER MY
BEARING
D1`STAM
�CQRD
fECOPD
RECOIFJ
M_L3S
N 00 "10 '00 " W
5.6`7'
(5.65)
((5.67 ))
N 42 '10 '0 " W
15-47'
<15.47 >
15.47 '
<<15.47 >>
33 "0./ 4'5" W
3 .,�qg/ '
(..I./-0 j
(30.00 )
(25.00
25'.00 '
L4
S 00 "10 '1 " E
30.00 '
L5
N 00 "10 '00 " W
25.00 #
L6
N 00 "10 '00 " W
25.t '
L7
S 03'50'00" E
14.00,
LB
S 87 *54 21 " E
17.7,5 ,
L9
N 87 �54 21 " W
62.40'
L 10
N 87 '54 21 " W
29.0.1 '
' / u' DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL
,IlVD'XWES FOUR MOMENT AS NOTED. LAND SURVEYORS' ACT AT THE R50UEST OF STEVE MARKOV, IN JUNE 2021.'
INf1MA TES SET NAIL. AAA LS 6932 TAG ON TOP OF WALL OR PILASTER. w`\`\ 1. A ND
( % I11MWES fECORO DATA PER M.B. 15/15--16. ft, g - 9670' �4
B T Jo N DAwso DATE
ROBERT JOHN a
< > IMICA TES fEEC� DATA PER GRANT DEED REC. wU Y 29, 2020 AS DOC. NO. 2021-0340121, o.R. RO ER N PLS 6932
EXPIRES 9-30-2025 DAWSON
( I DOICA TES WCDi►V DATA PER GRANT DEED fFC. MAY 6, 2015 AS OOC. NO. 2015-0187134, D.R.
{ } IADMA TES fCCaV DATA PER GRANT DEED REC. W090E7 2 2015 AS Lam. N0. M15-0524452 O.R.
\, (( )) .IAVICA TES 1E'CC DA TA PER C.R. 161080�4.
� No. 6932 �
\F �o. s-so-a OQ� OF CA1.ZF
«» ATA C. 2 7 COUNTY SURVEYOR'S STATEMENT
.MICA TES fEiCO�1 � PER C�UIT C�.AIM DEED RE MAY .�� 2�004 AS L� NO. 035 3� OR,
(( 11 I11�?ICATES fEC�OI�? DATA PER GRANT DEED fEC. FEBRUARY 16, 2021 AS DOC. NO. 2021-0096824, D.R. THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF
THE PROFESSIONAL LAND SURVEYORS' A T THIS a,,,.�-�.. DAY
}} IAVICA TES f�E"CiORD DATA PER GRANT DED REC. APRIL 11, 2006 AS DOC. NO. 2008-0180754, O.R. OF 5 EPT: M ...._..:_ ,� 20 .
y C IC
.tfi� A TES C10RMER PE`
LAND S
Soo�." SFN IAVICA TES SEAR 07 FOUND NOTHM. c�''�'' .c, �-
• ' 0000 TfE' OF THIS S6RVEY IS TO ESTABLISH AAD Mai WENT GR4JNT � REC. u. Y 299 2020 L . V E Y OR
��'� AS T NO. 2�20--0340121 O.R. DAVID McMILLAN, COUNTY SUp
4, �l.,gg • L.S. NO. 8488- -��
EXP . DATE. 12 3 i 2026 Exp. i2-3i 26
RVEYO N BRAT I V ����•
Sly � S A E
���. . --.. SN ESTAILIShED AT fECOSD ANGLE
1. TEE' NORTHERLY LINE 6F ORIGINAL LOTS 10 AND 11 WAS ESTABLISHED BY A IAEE ` �" AAA DISTANCE FRN CAMINO DEL CEN
L �1 6D, PER M.B. 15/15-16 AAD C.R. 851246.
BETWEEN TJ�E FRORA TED CC�Otift�'V C0R'1/ER CF' LOTS 7, a 9 & 10 A11�1 THE �9RQRA TED � � L , '�--.
�� • COWaV CORER 6F LOTS a 6, 11 G 12. ,�' 8�9., � ._,,,� � NOTHING SET.
A,.•' 2. THE' VESTING DIEEQ FC�I THE SUgVEYED PARK.. HAS A CI�'�L.ICT.TNG CALL t"aV THE �
55,• WESTSI L Y LINE 6F NW IN OVA' QIRECTIOV AAA SW IN THE OThER. A CALL OF NE AND •
S;V WAS HELD AND THA T ALSO FITS WITH THE DIAE'NSI6N CALLS IN THE WESTING DEED. cn
3. ThE LEGAL L ESC REPTIC NS FOR DOC. NO. 2008-0180754 AAD DOC. NO. 2021-0096624
'49'23� 1j, �R) frSC�. T TM A DISCREPANCY Eg"TWEEN THE EAST L.fi1�' C�' IX�C. N0. 2008-0.f80754 AND
THE WEST LIKE CF' DOC. NO. 2021-0096824. TIE' OVERLAP DOES NOT AFFECT ThE
BOUNDARY LDCA TIC N OF M 9RVEYED PARCEL.
4. DOC. NO. 2015-0187134 AAD DOC. NO. 2015-0524452 BOTH REFERENCE A STRAIGHT LINE
THAT STARTS AT A POINT t7V THE SOCITHEgL Y LINE OF LOT 1 65.00 FEET � WESTEf�. Y
n CF' TW SOUTWAST C0 VER OF LOT 11 AA0 A POINT CYV THE NORTHERLY LrNE OF LOT 6,
�• 60.095 FEET WESTERLY OF Thy' NORTHEAST COWER OF LOT 6. BOTH POINTS ARE THE
3• SPLIT CE THE SOUTH&Z Y LINE CF' LOT 11 AAD THE NORTIZAL. Y LINE' OF LOT 6. BASED
CxN THE f�ECDiRO CALC: LATION OF BOTH POSITIONS ThE' BEAMAIG BETWEEN TW TWO
POINTS IS NC RTH 03 "17 29 " E. MY BEARING OF NORTH 03 ",t 7 26" EAST IS YrTHIN THE
SECaW OF TW CALC A TELL RECCRI BEARING. THE LEGAL D SCRIPTIC1V FOR TIE
SU9VEYED PARCEL CALLS OUT A BEARING OF NORTH 03 "16 30" EAST WHIal IS THE MEAN
BEARING BETWEEN THE EASTEM Y AAD WESTERi Y BEARINGS OF LOT 11. THE DEAN BEARING
WOXI.D PERTAIN IF THE DESCRIPTIONS HAD CALLED FOR THE EAST LINE' OF ThE ,WEST
HALF CF LOT 1I BUT AREA WAS AEVER MENT L D, OA. Y A STRAIGHT LINE BETWEEN
a, �.�► TWO P01NTS. IF I tkl D ThE' CALL OF "TO A PAINT C N THE NORTH LINE Off" LOT 119
o , WHICH BEARS Nt 9TH 03 "16 30 " EAST FR N ThE POINT tIF' BEGDWING" 1T IYOUX
CWA TE A 0.03 FEET QVEf LAP WITH ThE' CALL, OF A STRAIGHT L.II NE. ThE"f EFt ' .I i ,D
TIE CALL FOR TfE STRAIGHT LINE.
X
M
.o
GRAPHIC SCALE 1 " =50 '
bb, c�
0 50 100 150 ss
COUNTY SURVEYOR'S NOTE
THE COUNTY SURVEY HAS NOT ESTABLISHED AS OF THE DATE OF RECORDING icy
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 PARCELS SHOWN ON THIS SURVEY MAY NOT HAVE
BEEN LEGALLY CREATED AND THEREFORE MAY NOT BE BUILDABLE PARCELS.
0 P VF TAPJ F
-�o
c�+
H Q�
000 •
E�
>
S
VE
LEL TA
RADIUS
LEWT
Cl
04 "43 VI "
1460.60'
12020'
(C1)
(04 "43 V0 7
(1460.00)
(120.19 '
C2
04 *43 VI "
1460.60 '
12020 `
(M
(04 "43 W "I
(1460.001
(12'0.19)
C3
04 '43 VO
1460.60'
120.19'
(C3)
(04 *43 DO "�
(1460.00)
(120.19)
C4
02 '2131 "
1460.00 '
60.10 '
C5
04 "43 VI "
1460.60'
120.20'
(0)
(04 '43110 7
(1460.00)
(120.19)
05 #3156"
1460.00 '
140.97'
[L(CM
ff05 "3158 "}}
{f1460.001s02
"14'46"
1460.00'
57.24'
DAVID L. McMILLAN, COUNTY SURVEYOR
L.S. NO. 8.488
EXP. DATE: 12-31-2026
mm-
�`
P.:
Q
cv
R
w
a
0
NY COR. LOT 5
EST. BY RRM TION
SW CC3. LOT 13
EST. BY PROR4 TION
SW COR. LOT 12
EST. BY PRORATION
130.01 ' (130 )
1/2" BRASS DISK STAMPED
678a FLU91, PER C.R. 1910090.
PTED AS CI. BC.
o�
N 89 *50 W E 150. 00 (150 j
45'
i
i
105 ) ' 00 . 105
� (1
�. NWCOR.LOT 8
EST. AT BC 6F RIK �',,
I PER M.B. 15115-16. 25
Q
&RANT DEED W
REC. 2-15-202.1 AS
DOC. NO. 2021 009682
0240V COP. LOTS 7-10 , �,
40.33 ' j EST. BY R96RA TION NORTH � , -i
((40.33 71 / SOU TH.
_ N_89 *50 VO * E
L 1a 125.00 ' (125) _.._ � 40rn
r'zit
,�.. N 89 *50 00 E 125.00 <<125 >>
n z LB
�p
c� o 9 o
rn : A � OUI TCLAIM DEED g
o'er cQ REC. 5-13 2004 AS
cs�w� y
DOC. NO. 2004-0357356
25'
I SW CDR. LOT 9 -------
EST. BY PROPA TIC N
130.01 ' (1!U) 130.01 ' (130 9 130.01 (130 ) 105.01 ' (105
N 89 50 00 " E 183.41 ' <183.4 >
N 89 50 00" E 638.10 (638.05) ua J
45'
N 89 '5'0 '00 " E 683.09 ' .--.
(ND.9`50'E683.06)
MSIS OF "AW FD. 1/2" I.P., TAGGED LS 65X0,
IN WELL, NO REF., PIPE L ESC.
a a4mmo D. sag MA TOWS CITY OF PALM SPRINGS
TIE f 108. ACCEPTED AS a
INTWCTIOV.
AE Chi. LOT 5
EST. BY PRDR4 TILMVch
5 I�
�
GRANT DEED �•
REC. 5-06-2015 AS �
DOC. N0. 2015-0187134
0
Lu
s,
Ic Lei
12
GRANT DEED � �c' � `a �' � �12 'U
REC. 12-02-2015 AS►'� � 4�
DOC. NO. 2015-0524452
�V
C4
� SE COR.. LOT 12 �65.04} � P,n.B. [65.00
EST. BY PRORA 710V 155.00 '
- -" �.
C6
NE COR. LOT 6
o EST. BY ARNA TION
I*i •
a
7 c o
I
OUI TaAIM DEED
qn REC. 4-11 2006 AS $
DOC. # 2008-r0160754 � �+
w �.. CT
� 148.
&' f [148.82 }
4�' N 87 54 21 " W 158#45'
<7v187'5400" W>
o SEE RPVEY09 S
NAR9ATIvE �fcOvv
z �
�g
`I
I 10
GRANT DEED
REC. JUL Y 29, 2020 AS
DOC. NO. 2020--0340121
SE COG. LOT 11
EST. BY P19C RA TION
1
PIV CO 24-0021