rs152_053M
M.B. 51/54-55
� SEVEN LAKES DRIVE
(N 89'48'43" E 658.41') R3
N 89'57'18" W 658.38'
0
M
2 N 89057'18" W 544.38'
V 30' R/W
PER R6
N
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4N
N n
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W w
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W 00
V 0Z
'' LY LINE 30' R/W PER INST. N0. 110368
E 1/4 REC. 10/23/1969, O.R.
EC. 30
PARCEL 1
LLA 95-07
DOC # 224283
REC. 07/12/1995, O.R.
0
r
LO
WtK
449 R/W PER INST. N0. 110368
REC. 10/23/1969, O.R.
N 89050"05" W 584.43'
(N 89'56'20 E 584.36') R5
LO
tr_
LINE DATA
co.-`-.
to -C)
NO. BEARING LENGTH
M(0
CDr�ri
N 00' 09' 47" E 1 13.64' R 1
N m
CURVE
N
RECORD
w
DELTA
RADIUS LENGTH
PARCEL 2
"LO
LLA 95-07
M
DOC # 224283
00
ob
REC. 07/12/19959 O.R.
z0
89'52941 "
z
31.37'
�i
CTR. 1/4 COR.
SEC. 30
75' R/W PER INST. N0. 093642
REC. 03/07/19949 O.R.
30' R/W PER BK 2712 PG 268
REC. 06/13/1960, O.R.
pp
N 72'4 pp w
s ,34'1p 558 s ,
9. p6, S
6%18-
8.85
R.S. 146/87
S'LY LINE
NE 1/4
SEC. 30
(658.431) R 1
658.49
IV
,2 .46 34
10.
WAY
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0
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N 89053'53" W 1027.67'
(N 89'54'08" W 1027.35') R 1
30'
N
CITY OF PALM SPRINGS., COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
OF PARCELS 1 AND 2 OF L.L.A. 95-07 REC. 07/12/1995 AS
INSTRUMENT N0. 224283.9 O.R. LOCATED IN THE SOUTHWEST 1/4 OF THE
NORTHEAST 1/4 OF SECTION 30, TOWNSHIP 4 SOUTH., RANGE 5 EAST, S.B.M.
MSA CONSULTING, INC. FEBRUARY — 2019
I5
k4j
00
00M
30'
J
MONUMENT NOTES
F11FD. 1" I.P. W/TAG "LS 6788", DN 0.6' IN MONUMENT WELL, IN LIEU OF 2 1/2" BRASS DISK STAMPED
""1/16 SEC. 30" PER M.B. 202/35-37, ACCEPTED AS NORTHWEST COR. SW 1/4 NE 1/4 SEC. 30.
F21 FD. 2" I.P. W/TAG "RCE 8821 ", DN 0.4' IN MONUMENT WELL, PER M.B. 73/88-89, ACCEPTED AS C/L
INT -X SEVEN LAKES DRIVE AND LINDEN WAY.
F31 FD. 1/2" STEEL SHAFT, NO ID, DN 0.3', NO REFERENCE, ACCEPTED AS C/L INT -X HIGHWAY 111 AND
CHEROKEE WAY.
F41 FD. 2 1/2"' BRASS DISK STAMPED "C 1/4 1923", DN 0.7' IN MONUMENT WELL, PER R.S. 146/87
AND M.B. 202/35-37.
f-5] FD. 1" I.P. W/NAIL, NO ID, DN 0.2', PER R.S. 146/87 AND M.B. 73/88-89, ACCEPTED AS C/L INT -X
HIGHWAY 111 AND LINDEN WAY.
6 FD. 1 " I.P. OPEN, NO ID, DN 0.29, PER R.S. 146/87, ACCEPTED AS INT -X OF C/L HIGHWAY 111 AND
SOUTHERLY LINE NORTHEAST 1/4 SEC. 30.
COUNTY SURVEYOR'S STATEMENT
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 12/31/20
0' 100' 200' 300' 400'
SCALE 1 "=100'
94SI
Ov `_ S or
46 34
3wB�qR
N3 GS8s1885.6
(368.920) R 1
369.18
SFN-ESTAB. BY INT -X
OF FOUND MONUMENTS
ao i 9-DA2 i It8A
-Y)
SHEET 1 OF 1 SHEET
RECORDER'S STATEMENT,
FILED THIS �_ DAY OF 20
AT M. IN BOOK OF
RECORDS OF SURVEY, AT PAGE� i�3 AT THE
REQUEST OF THE COUNTY SURVEYOR.
No. aoi9-oaa)tpSB
FEE Cliao
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
BY:14 A
QDEPUTY
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 PARKER PALM SPRINGS 11, LLC, IN
FEBRUARY OF 2019.
DATE: .J l/11 e � 26/ 9
CHARLES R. HARRIS P.L.S. 4989
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE
WITH SECTION 8766 OF THE PROFESSIONAL
LAND SURVEYORS' ACT, THIS�a DAY
OF� UIVE= 20/Cl .
DAVID L. McMILLAN P.L.S. 8488
COUNTY SURVEYOR EXP 12/31/20
a,¢ SURVEYOR'S NOTES
LAIVO
CHARLES R. HARRIS p
CL �7
No. 4989
OF
N�_ L A A
CID
................
SGP'4
G—
a Q �
� No. 8488 �'
Exp. 12/31/20
OF C A��F
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE OF HIGHWAY
111, AS SHOWN BY RECORD OF SURVEY, ON FILE IN BOOK 146, AT PAGE 87,
OF RECORDS OF SURVEY.
TAKEN AS: N 72'46'34" W
INDICATES FOUND MONUMENT AS NOTED.
0 INDICATES SET 1" I.P. "P.L.S. 4989", FLUSH.
(-)R1
LINE DATA
RECORD
NO. BEARING LENGTH
L1 N 00'09'43" E 113.69'
N 00' 09' 47" E 1 13.64' R 1
146/87.
CURVE
DATA
RECORD
NO.
DELTA
RADIUS LENGTH
C 1
72056935"
25.00'
31.83'
DATA
72'56'35"
25.00' 31.83' R 1
C2
89'52941 "
20.00'
31.37'
DATA
89'55'00"
20.00' 31.38' R6
C3
90'07'01 "
20.00'
31.46'
DATA
90'06'50"
20.00' 31.46$)R6
C4
107'03943"
25.00'
46.71'
O.R.
107'03'35
25.00' 46.71' R5
ao i 9-DA2 i It8A
-Y)
SHEET 1 OF 1 SHEET
RECORDER'S STATEMENT,
FILED THIS �_ DAY OF 20
AT M. IN BOOK OF
RECORDS OF SURVEY, AT PAGE� i�3 AT THE
REQUEST OF THE COUNTY SURVEYOR.
No. aoi9-oaa)tpSB
FEE Cliao
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
BY:14 A
QDEPUTY
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 PARKER PALM SPRINGS 11, LLC, IN
FEBRUARY OF 2019.
DATE: .J l/11 e � 26/ 9
CHARLES R. HARRIS P.L.S. 4989
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE
WITH SECTION 8766 OF THE PROFESSIONAL
LAND SURVEYORS' ACT, THIS�a DAY
OF� UIVE= 20/Cl .
DAVID L. McMILLAN P.L.S. 8488
COUNTY SURVEYOR EXP 12/31/20
a,¢ SURVEYOR'S NOTES
LAIVO
CHARLES R. HARRIS p
CL �7
No. 4989
OF
N�_ L A A
CID
................
SGP'4
G—
a Q �
� No. 8488 �'
Exp. 12/31/20
OF C A��F
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE OF HIGHWAY
111, AS SHOWN BY RECORD OF SURVEY, ON FILE IN BOOK 146, AT PAGE 87,
OF RECORDS OF SURVEY.
TAKEN AS: N 72'46'34" W
INDICATES FOUND MONUMENT AS NOTED.
0 INDICATES SET 1" I.P. "P.L.S. 4989", FLUSH.
(-)R1
INDICATES
RECORD
DATA
PER
R.S.
146/87.
(-)R2
INDICATES
RECORD
DATA
PER
M.B.
202/35-37.
(-)R3
INDICATES
RECORD
DATA
PER
M.B.
51/54-55.
(-)R4
INDICATES
RECORD
DATA
PER
M.B.
73/88-89.
(-)R5
INDICATES
RECORD
DATA
PER
L.L.A.
95-07, REC. 07/12/1995 AS
INST. N0.
224283,
O.R.
(-)R6 INDICATES RECORD DATA PER INST. N0. 41405, REC. 03/30/19769 O.R.
� INDICATES CENTERLINE.
SFN INDICATES SEARCHED FOUND NOTHING.
INT -X INDICATES INTERSECTION.
R/W INDICATES RIGHT-OF-WAY.
SURVEYOR'S STATEMENT
THE PUPROSE OF THIS SURVEY IS TO MONUMENT THE BOUNDARY OF
PARCELS 1 AND 2 OF L.L.A. 95-07, RECORDED 07/12/1995 AS
INST. N0. 2242839 O.R.
GROUND SURVEY WORK WAS CONDUCTED ON FEBRUARY 11, 2019.
RIV. CO. 19-045 �,N. 2505