rs151_073N*O"
BASIS OF BEARINGS
LN 89*2657" E 299.0011) R2
8726"57* E 299-01" M&R
9.54'9
114.83" M&R 184.11
SET AT 301
OFFSET ALONG
SIDE LOT LINE
SET AT 5"
OFFSET IN TOP
OF WALL
ALONG REAR N*LY LINE
LOT LINE SEC. 10
IN THE CITY OF PALM SPRINGS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A SURVEY OF PARCEL "A" OF L.L.A. 15-04, RECORDED 1211812015
AS INSTRUMENT NUMBER 0547663t OFFICIAL RECORDS OF SAID COUNTY
WITHIN SECTION 10, TOWNSHIP 4 SOUTH, RANGE 4 EAST, S.B.M.
llc� (17
MSA CONSULTING INC. JULY 2018
1
,(;bo
(N 89*24900" E_ -1315.04') R2 NTY LINE
N 872301 * E 13.15.049 SEC. 10
1095.09"
219.951 M&R
3
SEE DETAL •A• cc
0
AT BOTTOM
N $9 LOT 10
PARCEL
do
vow
3� LLA 15-04 MB 43/93
R/W VACATED Go
eca 0- PER INST. NO. 52375,
,v 6,
Go
0 REC. 03/21/1983, O.R. 0 -
9 - rm
24* ACCESS ESMT. 5 VIM ORON/tD��kVENtJ%m SFN
PER INST. NO. 0502975sSTREET)
.i (PRIVATE
NOO*08*41 NW (R) REC. 11-30-2017. O.R/ N
%L2
SFN
34 � Op' 04
6-1 ESTAB. PARALLEL—
WITH NTY LINE
SEC. 10
N35000"34V (R
299'
PARCEL 99B99
LLA 15-04
6"*5.00lpm0v`
8
6
ETY LINE VIM SET AT 10 "
OFFSET IN
PARCEL 0A*
ROCK ALONG
SIDE LOT
LINE
SAL "A"
NOT TO SCALE
W`LY LINE OF
TRACT NO. 2369
M.B. 43/93
SFN
A
FD. 290 I.P. W/TAG *RCE 9876",
LMIE DATA I
NO.
L4
BEARING
89*51 19" E 44.991
LENGTH
Ll
N
00'08 48W
BOTTOM
26.76'IM&R
L2
N
8723`01 0
E
74.97`M,&R
L3
N
00'08 48
W
57.32'M&R
L4
N
89'51 919*
E
30.04"M&R
L5
IN
00'08 41 a
W
136.00*M&R
BASIS OF BEARINGS
LN 89*2657" E 299.0011) R2
8726"57* E 299-01" M&R
9.54'9
114.83" M&R 184.11
SET AT 301
OFFSET ALONG
SIDE LOT LINE
SET AT 5"
OFFSET IN TOP
OF WALL
ALONG REAR N*LY LINE
LOT LINE SEC. 10
IN THE CITY OF PALM SPRINGS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A SURVEY OF PARCEL "A" OF L.L.A. 15-04, RECORDED 1211812015
AS INSTRUMENT NUMBER 0547663t OFFICIAL RECORDS OF SAID COUNTY
WITHIN SECTION 10, TOWNSHIP 4 SOUTH, RANGE 4 EAST, S.B.M.
llc� (17
MSA CONSULTING INC. JULY 2018
1
,(;bo
(N 89*24900" E_ -1315.04') R2 NTY LINE
N 872301 * E 13.15.049 SEC. 10
1095.09"
219.951 M&R
3
SEE DETAL •A• cc
0
AT BOTTOM
N $9 LOT 10
PARCEL
do
vow
3� LLA 15-04 MB 43/93
R/W VACATED Go
eca 0- PER INST. NO. 52375,
,v 6,
Go
0 REC. 03/21/1983, O.R. 0 -
9 - rm
24* ACCESS ESMT. 5 VIM ORON/tD��kVENtJ%m SFN
PER INST. NO. 0502975sSTREET)
.i (PRIVATE
NOO*08*41 NW (R) REC. 11-30-2017. O.R/ N
%L2
SFN
34 � Op' 04
6-1 ESTAB. PARALLEL—
WITH NTY LINE
SEC. 10
N35000"34V (R
299'
PARCEL 99B99
LLA 15-04
6"*5.00lpm0v`
8
6
ETY LINE VIM SET AT 10 "
OFFSET IN
PARCEL 0A*
ROCK ALONG
SIDE LOT
LINE
SAL "A"
NOT TO SCALE
W`LY LINE OF
TRACT NO. 2369
M.B. 43/93
SFN
A
FD. 290 I.P. W/TAG *RCE 9876",
DN 1.0', PER R.S. 134/829
114.95' M&R
L4
SET NAIL & TAG 4989". FLUSH.
89*51 19" E 44.991
M& SEE
DETAIL '086
��
Pi
j I AT
BOTTOM
/
C4
FD. Ve I.P. W/TAG *RCE 26401 to
9 UP 0.1'. PER R.S. 134/82j,
Lu
W lu q-00
*0
` tK
RECORD DATA PER M.B. 43/93.
z
O
LOT 7_
W� 3
INDICATES
MB 43/93
� w �� �
�� C�•
'co
LU 0-0000
>
FD. 1" I.P. W/TAG "RCE 8821 0 .
FLUSH, PER R.S. 134/829
0
0 zo
INDICATES
SFN
CL z
ACCEPTED AS NORTH 1/4 COR.
SEC. 10
250T25 9
EXISTING
CURB
SET AT 24.81
' '
OFFSET IN TOP OF
CURB ALONG SIDE
LOT LINE 24.81
L44
SOLY LINE
PARCEL *A0
DETAIL '013'
NOT TO SCALE
E:
09 60* 120" 1809 240'
SCALE 1"-60"
144.99
\c,'� MONUMENT NOTES
D�
JUAREZ FD. NAIL & TAG "RCE 26401 FLUSH IN ROCK, IN LIEU OF NAIL &
�� AVENUE TAG "RCE 8630" PER R.S. 134/82, ACCEPTED AS NW COR. E9LY
299OF GOV. LOT 9
aoiq-oa3ya�a-
SHE 1 OF 1 SHEET
FILED THIS tj6*h DAY OFM()l 20
AT LI, IQ_fl M. 9 IN BOOK
RECORDS OF SURVEY, AT PAGE Z 9 AT THE
REQUEST OF THE COUNTY SURVEYOR.
NO._C14P0034c2lie9.
ix I
FEE 4 4.'06
PETER ALDANA, ASSESSOR—COUNTY CLERK—RECORDER
By. 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 DON CURTIS, IN JULY, 2018.
'Woo
DATE: Qti • �� ,D l �
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 DAY
OF AN *,� � 9 20
DAVID L. McMILLAN, COUNTY SURVEYOR
P.L.S. 8488
SURVEYOR'S NOTES
L4% &
R
No. 4989
CP
fig*
0
OF
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTHERLY LINE OF
THE NORTHWEST QUARTER (1/4) OF THE NORTHWEST QUARTER (1/4) OF
SECTION 10, TOWNSHIP 4 SOUTH, RANGE 4 EAST, S.B.M., AS SHOWN BY
RECORD OF SURVEY, ON FILE IN BOOK 134, AT PAGE 82, OF RECORDS
OF SURVEY.
BEING: N 89*26'57" E
0 INDICATES FOUND MONUMENT AS NOTED.
0 INDICATES SET l" I.P. "P.L.S. 4989", FLUSH.
F21
FD. 290 I.P. W/TAG *RCE 9876",
DN 1.0', PER R.S. 134/829
❑"PLS
0
INDICATES
SET NAIL & TAG 4989". FLUSH.
ACCEPTED AS SOUTHEAST COR.
LOT 22 M.B. 19/28
[]3
FD. Ve I.P. W/TAG *RCE 26401 to
9 UP 0.1'. PER R.S. 134/82j,
(—)R1
INDICATES
RECORD DATA PER M.B. 43/93.
ACCEPTED AS NORTHEAST COR.
GOV. LOT 9
(—)R2
INDICATES
RECORD DATA PER R.S. 134/82.
C/L ROSE
AVENUE
FD. 1" I.P. W/TAG "RCE 8821 0 .
FLUSH, PER R.S. 134/829
INDICATES
CENTERLINE.
ACCEPTED AS NORTH 1/4 COR.
SEC. 10
_SFN„
[5
'I'l I.P. W/TAG "RCE 8821 of v
DN 0.5” IN MONUMENT WELL, PER
(R)
INDICATES
RADIAL BEARING.
R.S. 134/82, ACCEPTED AS C/L INT. ROSE AVENUE AND CORONADO
M&R
INDICATES
MEASURED AND RECORD DATA PER L.L.A. 15-049
AVENUE
RECORDED
12/18/2015 AS INST. NO. 05476639 O.R.
n66
FD. 3/4" I.P. W/PLASTIC PLUG
IS 4146 FLUSH, NO REFERENCE,
SFN
INDICATES
SEARCHED FOUND NOTHING.
ACCEPTED AS NORTHWEST COR.
LOT 7 M.B. 43/93
7nFD. 1" I.P. W/TAG "RCE 8821 0 9 DN 0.5' IN MONUMENT WELL, PER
R.S. 134/82, ACCEPTED AS C/L INT. ROSE AVENUE AND JUAREZ
AVENUE
---114 0 *1
- *K 13m&
THE PURPOSE OF THIS SURVEY IS TO MONUMENT PARCEL "A* OF
L.L.A. 15-04 RECORDED 12/18/2015 AS INST. NO. 0547663s O.R.
GROUND SURVEY WORK WAS CONDUCTED ON JULY 29 2018.
RIV. CO. 18-130
J.N. 1187