rs165_043originaP
aoa5- 0 0 51 to 9-1
1.cr.-Ain
R1 = RECORD DA TA PER MERITO VISTA TRACT, M.B. 12/94
R2 =RECORD DATA PER TRACT MAP N0. 34214, M.B. 425/21-22
R3 = RECORD DA TA PER TRACT MAP NO. 30574, M.B. 328/35--37
R4 = RECORD DA TA PER PARCEL MAP NO. 23769, M.B. 156/71
R5 =RECORD DATA PER PARCEL MAP NO.20456, M.B. 133/80
R6 = RECORD DATA PER C.R. 15-0202
IN THE CITY OF PALM SPRINGS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
BEING PORTIONS OF LOTS 91, 92.* AND THE SOUTH 49.501 PORTION OF LOT 90 OF MERITO VISTA
SUBDIVISION AS RECORDED IN BOOK 12,, PAGE 94 OF MAPS, IN THE CITY OF PALM SPRINGS,
COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
R7 =RECORD DATA PER C.R. 15-0203 CALVADA SURVEYING., INC. ARMANDO D. DUPONT, PLS 7780
R8 =RECORD DATA PER LLA. N0. 06-04 DATED 9/21/2006 AS
DOC. N0. 2006-0697465, O.R. MOUNTAIN V/EW PLACE
M�fcR = MEASURED AND RECORD PER REFERENCE NOTED N89 48'11'E 694.91' (695.00" R1&R4) (695-01' R5)
SNF = SEARCHED, NOTHING FOUND - - - - -
� _ INDICATES FD MONUMENT AS NOTED
O =SET 1" IRON PIPE W/PLASTIC PLUG STAMPED "LS 7780; fZUSH
(OR OTHERWISE NOTED)
� �ion•wo',�"c wen Qz' /�5n nn' o1
MONUMENT NOTES
MI - FOUND 1'* /.P. WITH TAG STAMPED ZS 5411' DOWN 0. 4; FITS
77EES PER (R6)
M2- FOUND SPIKE & WASHER STAMPED 'LS 5411' FLUSH,• FITS
TIES PER (R7)
M3- FOUND CNAIL & WASHER DOWN 0.2' NO REF.; ACCEPTED AS
THE CL INTERSECTION MERITO PLACE & CHAU/LLA ROAD
M4- FOUND BRASS PIN DOWN 0.5' IN WELL, NO REF; HELD FOR
LINE ONL Y
M5- FOUND 1 " /.P. WITH TAG ILLEGIBLE DOWN 1.1' PER C/TY PALM
SPRINGS SURVEY TIE SHEET NO. 176; FOR 1HE CL-BC N.
PRESCOTT DRIVE
M6- FOUND CNAIL & TAG ILLEGIBLE FLUSH, NO REF., ACCEPTED
AS THE CL INTERSECTON PRESCOTT DRIVE & N. PRESCOTT
CIRCLE
M7- FOUND 1/2" /.P. WITH TAG STAMPED RCE 26401' DOWN 0.5'
/N HM PER (R2); FITS TIES PER CITY TIE SHT. N0. 161
M8- FOUND 1 " /.P. NTH TAG STAMPED 'RCE 14164' FLUSH, NO
TED AS THE SOUTT/WEST CORNER OF R8
REF., ACCEP
ESTABLISHMENT NOTES
- SNF; ESTABLISHED BY PRORA7701V PER (R1)
2 - SNF; ESTABLISHED PER GRANT DEED RECORDED
JUNE 27, 2024 AS DOCC, NO. 2024-0188213, O.R.
3 - SNF; ESTASL/SHED BY INTFRSEC77ON
4 - SNF.- ESTABLISHED BY LINE AND DISTANCE
PROPERTY LINE
N89'48'14 "E G�
49.50(50.44R8)
NOO 11 '46 "W 1. 00'
M4 0.35' , G�
-�- 274.85 (275.00 R 1)
569.11EC.-CL
DETAIL Af 4
NOT TO SCALE
LOT 91 w�
o
0
SET S&W, STAMPED o
ao
"PLS 7780 ; FLUSH
0
LOT L/NE-J `4
LOT 92
C.J.N. 24592--NRB
DETAIL 'B'
NOT TO SCALE
Iw
I�
25.00'
-N89 *59'10 "E ---
��Tli-LINE
-B. C. -PL
PROPERTY LINE
N89 4811E 449.83
(4 )
299.89' (300.00' R 1)
149.94' (150.00' R l)
I
LOT
Z
o
0
Z
o
o
IO
W
O
-
C0
'^
LOT 87
Q
N
V
N
�
50'
25'
0 50
1 D 0' 150' �
MER/ TO V
I
w
0
0
o
SCALE: 1 �= 50'
ow
o
N
1
N89 50 25 E 25(
N
N
L
CANYON
0
o
A% - -
W.
N°
PLACE M2
I
w�
o
w
p
Q
o
I
z
N
O
N
C�1
LINE TABLE
LINE #
DIRECTION
LENGTH
RECORD
L 1
N8948'14 "E
49.50'
50.44'(R8)
L2
N00'01'37PPE
49.50'
(R8&M)
L3
N8947'02"E
100.21 "
100. 00$M)
L4
N00'03'39"E
2.00'
(Rl&M)
L5
N00'03'39"
2,E 00'
(Rl&M)
L6
N00'01'37"E
102.05'
102.00'(R1)
L 7
N00'03'39 "E
101.80'
102.00'(R 1)
L8
N00'03'39"E
26.56'
L9
N89'48'14 "E
49.57'
CURVE TABLE
CURVE #
RADIUS
DELTA
LENGTH
RECORD
C1
100.70'
100. 00'(R 1)
89'53'32"
9075 "1 ?1)
157. 99
157.52'(R1)
156. 64'(R8)
C2
125.70'
125.00'(R1)
89'S3'32"
9075'00"(R1)
t
197.21
,
196.90 (Rl)
C3
100.00'
9075:27"
157.53'
156.91'(Rl)
C4
100. 00"
8946 20'r
156.68"
157.51(R1)
C5
50.00'
9073'38"
78.74'
78.32'(R1)
,1
0
0
0 0
z
N89 "47'02 "E 250. 24" (250.00 1
2
SET L T&T, "PLS 7780..
DOWN 0.4'
LJ
1 f 2
f
f
LOT 93
o
o ( LOT 91
t` w
-o
0 71�
C_)
w
f
p
O�
o
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o
a
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A
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0 100
00
o� o�� 2
0
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00
w
o
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of
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STATEMENT OF PURPOSE
THE PURPOSE OF THIS SURVEY /S TO ESTABLISH AND MONUMENT
THE PROPERTY AS DESCRIBED IN L.L.A. NO. 06-04 DA TED
9/21/2006 AS DOC. NO. 2006-0697465, O.R.
294.81' --A
SEPTEMBER, 2024
NUU U 1 .36 LL,). UU ( � M4
M3 274.50 (275.00"R1)
N89'4874 "E 569.31 '
L9 �
PLACE (TO B. C) 4 EC-CL
Q MERITO
J p SEE DETAIL A PLACE
0
QI�
X-
U
orn
N
rn
SHEET 1 OF 1 SHEET
RECORDERS STATEMENT
f1LED THIS �`� DA Y OF Aft 2005,0
AT Z • Z P.M. IN BOOK OF RECORDS OF SURI/EY,
AT PAGE 143 AT THE REQUEST OF THE COUNTY SURliEYOR.
No. IdL5 go 00 5110 4P;k0v
FEE
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
BY.• %Moe,DEPUTY
SUR I/FYOR'S STA TEMENT
THIS MAP CORREC7L Y REPRESENTS A SURI/EY MADE 8Y ME OR UNDER MY D/REC77ON /N
CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT,
A T THE REQUEST OF THE MACINN/S-W/LLIAMS FA MIL Y TRUST, IN SEPTEMBER, 2024.
ARMANDO D. DG,.....
P.L.S. 7780
DAIE.-
�pND s
m a n do �'9G�`
� DuPont � o
* L.S.7780
N�
\F OF
COUNTY SURVEYORS STATEMENT
THIS MAP HAS BEEN EXAMINED /N ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL
LAND SURI/EYORS' ACT THIS DAY OF �`' �� . 2025.
DA W L. MCM/LLAN.. COUNTY SURVEYOR
LS 8488
BASIS OF BEARINGS
� LAND S
mc
J 0'T
LS 8488
\� OF' CAL1F���/
THE BASIS OF BEARINGS SHOWN HEREON ARE BASED ON THE CALIFORNIA COORDINATE
SYSTEM (C08J)., ZONE 6, 2010. 00 EPOCH, RELA 77VF TO THE NORTH AMERICAN DA TUM OF
1983 (NA D 83�, AND WERE DETERMINED BY G.P.S. 77ES TO 7WO CONS77NUOSL Y OPERATING
REFERENCE STA 77ONS (C. O.R. S.). "P600" AND "DSSC ; BASED ON THE CALIFORNIA SPA 77AL
REFERENCE NETWORK (C.S..R.N.) SAID STA77ONS HORIZONTAL VALUES AND ACCURACIES ARE
PUBLISHED BY THE CAFORN/A SPA 77AL REFERENCE CENTER (C.S.R. C.�.
THE CC583 GRID BEARINGS BETWEEN C S.R.N. STA 77ONS "P600" AND "DSSC" BEING
N72:30'41 "E, WAS USED AS THE BA OF BEAR/NGS, SAID C O.R.S. HORIZONTAL POSITIONS
WERE HELD "FIXED" FOR THIS SURVEY.
ALL DISTANCES SHOWN HEREON ARE GROUND AND TO OBTAIN GRID DISTANCES MUL 77PL Y
THE GROUND DISTANCE BY THE ONSITE CONTROL A VERAGE COMBINED SCALE FACTOR =
0.9999728732.
N89'59'10 "E 25.00'
TRUE
-00'09'56"
0 = MAPPING ANGLE AT
M1=-00'09'56"
ELEV. = 514.87' (NAVD 88)
N: 2247438.27'
E: 6470224.15'
N.• 22474J8. 27'
E.• 6470224.15'
1036J4. 90'(GROUND)
M1 N83'46'12 "E 10J632. 09'(GRID) _.....
• 2247440.66, �
N' pg19.Q5 � ARID) �
Off, o E: 647 , 2g43.85
Z� ,,� .43 45 ,E 10 D 600
o N83 GRpUN) P
�o• �Qi M7 2g43.85 R.S` 51
10 G.Q. 88gq�. Q,
o, •,`�' o� IDS • 225 5132q. q..2
N•
6�1 , �p 43q po)�� 159GRO65
,C'b `L . p q1 g( PO
�°s1 12 3 g 439.1 F SE
15 5�5 0
gP
uams DsSC
N.• 2210771.47'
E.• 6421179.06'
LINE #
DIRECTION
LENGTH
(GRID)
LENGTH
(GROUND)
L 10
N89'48'11 "W
694.89"
694.91'
RI V CO 24-0194