rs150_0321)
NORTH
0 30' 60' 90' 120'
SCALE 1 "= 30'
LINE AND CURVE NOTES
Cl L=32.71' R=69.05' A=27'08'29» (L=36.90' R=69.05' A=30'37'00")R1
C2 L=22.87' R=69.05' A=18'58'28" (L=22.76' R=69.05' A=18'54'00")R1
L1 L=20.00' N77' 13'45"E (L=20.00' N77' 13'30"E)R 1
L2 L=22.06' N77'20'40"E (L=22.05' S77'23900"W)R1
IN THE CITY PALM SPRINGS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
OF A PORTION OF MAP BOOK 23 PAGE 8 LILLIANA GARDENS TRACT RECORDS OF RIVERSIDE COUNTY;
BEING A PORTION OF SECTION 27, TOWNSHIP 4 SOUTH, RANGE 4 EAST, SAN BERNARDINO MERIDIAN.
FOMOTOR ENGINEERING LS 7070 SEPTEMBER 2017
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b�K6 N89053'52"E 57.65'
, 1 C2
(S89*54'00"W 57.52')R1
L=47.10, R=30.00'
i°�1� ? A=89'5749"
: (L=47.12' R=30.00'
A=90'00'00")R1
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(N89 22 00 'W 46.48 )R 1
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N89'31'33 W 46.72)R2
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N89'29'19'W 46.72'
(N89022'00'V 46.48')R 1
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L=120.78 T, nr)R
BASIS OF BEARINGS
THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF
LILLIANA DRIVE, BEING N89057'00"W PER MB 23/008.
PURPOSE OF SURVEY
SURVEY THE BOUNDARY LINE AS DEFINED BY DOCUMENT 2016-0402306
RECORDED 09/16/2016, OF OFFICIAL RECORD OF RIVERSIDE COUNTY.
NOTE
FIELD WORK COMPLETED ON 09/28/2017. LOO� 10
./
1,, -NO -03"00"E 20.00'
� I
l
149.74' (149.83')R1
N89'57'00"W 179.89' (N89'57'00"W 180.00')R1
BASIS OF BEARINGS: N89'57'00"W 179.89'
(N89*57"00"W 180.00')R1
� LILLIANA DRIVE
.................
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i
lljjjjlllr���` on goo
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23/008. BEARING CALCULATED
-�. AS S89'54'W (PARALLEL TO
o
CAMINO CARMALITA) PER RECORD
w
to Ln MB 23/8 MEASUREMENTS.
0
N89'53'52"E 110.02'
(S89*54'00s'W)Cl (110.00') R 1
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MB 23/08
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N89'53'52"E 110.03'
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SHEET 1 OF 1 SHEET
RECORDER'S STATEMENT
FILED THIS Oe DAY OF!� 20 llb
,
AT-O�.Sb&l. IN BOOK RECORD OF SURVEY, AT
PAG E-, AT THE REQUEST OF THE COUNTY SURVEYOR.
No.2D100-�211 5310
FEE q 01-01D
PETER ALDANA ASSESSO -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 SURVEYOR'S ACT, AT THE REQUEST OF TEAM SUN
CONSTRUCTION IN SEPTEMBER OF 2017.
\A ND SUR
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0
PHILLIP K. FOMOTOR v
LS NO. 7070 PHILLIP K. FOMOTOR
LSP I Z -3I 'T.aVB k � No. 7070
�F 4F CP10!;
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WIT,ki �ECTION 8766 OF
R�
THE PESSIONAL LAND SURVEYORS' ACT THIS �'` DAY
OF ��---, 2o_L�
DAVID L MCMILLAN, COUNTY SURVEYOR DAVID L MCMILLAN
_.S. 8488 EXP. 12-31-2018 No. ease
EXP. 12-31-2018
t'j9r
IN �M SURVEYOR'S NOTE S F of
��. ,� r- U') THE CENTER LINE LILLIANA DRIVE.
�,�, ``moo FOUND 3/4" I.P. DOWN 0.5' IN WELL CR 13-0733. ACCEPTED AS EAST
6 �, . 7
- °o
L=53.87' R=40.00' . I 1/4 CORNER SECTION 27. TAG ILLEGIBLE.
� -�
A=7T09'S0"
(L=53.87' R=40.00' �2 L=31.68' R=23.52' L=31.49' R=20.00' 40' *R 1 *APPARENT ERROR I N RECORD DATA PER MB 23/008.
A=77009'37")R 1 \ L1
A=77' 10'01 " A=90' 12' 14"
a6
N
n �
'-
�'
•
INDICATES FOUND MONUMENT AS NOTED.
6
A=77' 10'30") R 1 A=90'00'00")R 1
SEC 27.
�
0
0
INDICATES SEARCHED, NOTHING FOUND UNLESS OTHERWISE NOTED. SET
in
0
1 isI.D. IRON PIPE WITH PLUG STAMPED LS 7070 FLUSH.
UOT0
V7
0
(N89*57900"W 88.49') R 1 _ (NO*03'0099EE
p
0
INDICATES SET NAIL AND TAG STAMPED LS7070 ON TOP OF WALL.
OQ o
MB
°"'
_
o
'BOJ LILLIANA DRIVE
�i
z
�-
R2 1 INDICATES
() RECORD DATA PER MB 23/008.
j . N89'56'06"W 142.37'
z
W
''
c
I
( )R2INDICATES RECORD DATA PER RS 145/062.
-
co
N
to
I
( )Cl INDICATES CALCULATED DATA PER MB 23/008
o6
In
- NO BEARING NOTED ON MB 23/8.
N
�
Z
o
MONUMENT NOTES
BEARING CALCULATED AS S89054'W
(PARALLEL TO CAMINO CARMALITA)
PER
N
oo
0
>.
w00
0
FOUND GEAR SPIKE TAG LS 7070 FLUSH PER RS 145/062. ACCEPTED AS
RECORD MB 23/8 MEASUREMENTS.
0
Z
z ON
THE CENTER LINE CAMINO CARMALITA
z
Q
I
FOUND D 3/4 I.P. TAG LS 7070 DOWN 0.5' IN WELL PER RS 145/062.
N89 53 52 E 110.03
ACCEPTED AS ON THE CENTER LINE CAMINO CARMALITA
(S89054900"W)Cl (110.00')R 1
J
3
FOUND 3/4 I.P. TAG LS 416 DOWN 0.5, IN WELL PER RS 145/062.
Q
ACCEPTED AS THE INTERSECTION OF CAMINO CARMALITA AND MESA DRIVE.
4
FOUND 3/4" I.P. FLUSH. NO PREFERENCE. ACCEPTED AS THE INTERSECTION
OF CAMINO CARMALITA AND PALM CANYON DRIVE.
5
FOUND 1/2" I.P. PER MB 23/008. DOWN 1.6. ACCEPTED AS A POINT ON
THE NORTHERLY LINE LOT 15.
MB10
FOUND 3/4" I.P. DOWN 0.5' IN WELL PER RS 45 015.
/ / ACCEPTED AS ON
��. ,� r- U') THE CENTER LINE LILLIANA DRIVE.
�,�, ``moo FOUND 3/4" I.P. DOWN 0.5' IN WELL CR 13-0733. ACCEPTED AS EAST
6 �, . 7
- °o
L=53.87' R=40.00' . I 1/4 CORNER SECTION 27. TAG ILLEGIBLE.
� -�
A=7T09'S0"
(L=53.87' R=40.00' �2 L=31.68' R=23.52' L=31.49' R=20.00' 40' *R 1 *APPARENT ERROR I N RECORD DATA PER MB 23/008.
A=77009'37")R 1 \ L1
A=77' 10'01 " A=90' 12' 14"
n �
(L=31.68' R=23.52' (L=31.42' R=20.00'
E 1/4 7
6
A=77' 10'30") R 1 A=90'00'00")R 1
SEC 27.
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p
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9
N89 56 06 W 88.62
N00040"E 40.00'_�A
• ;
(N89*57900"W 88.49') R 1 _ (NO*03'0099EE
40.00 )R1
�
N N
'BOJ LILLIANA DRIVE
�i
ESTABLISHED AT
RECORD DISTANCE
j . N89'56'06"W 142.37'
FROM MONUMENT 7
6 - • " ..(N89'57'00"W 142.30')R 1
R IVC 0 17-148