rs165_100orilitia.
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IN THE CITY OF INDIO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA 46TH AVENUE 2223
RECORD OF SURVEY � NECOR.3 � e
SEC. 27
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OF A PORTION OF THE NORTHEAST QUARTER OF SECTION 27, TOWNSHIP 5 SOUTH,LO W
RANGE 7 EAST, SAN BERNARDINO MERIDIAN.co
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FOMOTOR ENGINEERING LS 7070 FEBRUARY 2022 o so' 120' iso' zao' II
SURVEYOR'S NOTES SCALE i•=so'
INDICATES FOUND MONUMENT AS NOTED. 4
0 INDICATES SEARCHED, NOTHING FOUND UNLESS OTHERWISE NOTED. SET
1 I.D. IRON PIPE WITH PLUG STAMPED LS 7070 FLUSH. -
Q INDICATES SET NAIL AND TAG STAMPED LS7070 ON TOP OF WALL. - ESTABLISHED AT
RECORD DISTANCE 2
El INDICATES SET NAIL AND TAG STAMPED LS7070 ON TOP OF CONCRETE. - `t FROM MON. 2
oo_� PER R2.
( )Rl INDICATES RECORD DATA PER PM 3/85 /� ..J �� 0
i
( )R21NDICATES RECORD DATA PER MB 59/97-99 I
( )R31NDICATES RECORD DATA PER RS 70/55 POINT "B" i
( )R41NDICATES RECORD DATA PER PM 2 86
c� I
)R5 INDICATES RECORD DATA PER PM 59 20-21 0 �
R6 INDICATES RECORD DATA PER PM 56 . 1 � 0 g 5
() IND 3940 /
() 7 INDICATES RECORD DATA PER PM 252/24-25 .>10
( )R8 INDICATES RECORD DATA PER CALTRANS MON. MAP 204 601
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MEASURED ARC TABLE
NO.
DELTA
RADIUS
LENGTH
Cl
A 02.55'57"
880.00'
45.04'
C2
A 02.35'04"
880.00'
39.69'
MEASURED LINE
TABLE
NO.
BEARING
LENGTH
L1
N
74'48'00"
E
70.77'
L2
N
89'49'20"
W
42.00'
L3
N
89.18'55"
E
30.00'
L4
N
89*1855"
E
34.10'
L5
N
37.21'56"
E
1074.449
L6
N
37.21'56"
E
563.57'
L7
N
37021'56"
E
1638.01
RECORD ARC TABLE
NO.
DELTA
RADIUS
LENGTH
Cl R2
L--02.55'28")
(880.00y)
(
C2 R21
(A--02*35'
880.00')
(39.70'
.01
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GRANT DEED
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DOC. NO. 2018-0469720
BASIS OF BEARINGS �y (N24' 11'09"W 202.74')R 1 Icn 6
��,• REC. 1 1 /30/2Q 18, O.R. \ N24.12 4s W 202.51 ( w
THE BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY �� sue. 0 ,
LINE OF SECTION 27, ALSO KNOWN AS THE CENTERLINE OF 1�, ' \
„ �\� �., PARCEL 1 PM 3/85 \ Z
MONROE STREET, BEING N00 10 40 E PER RS 70/55. ��• �. I
�����`.� � ti \ I
�� �' '1 s� �o. \ i
PURPOSE OF SURVEY �.,� �� o• s QW I
SURVEY THE BOUNDARY LINE AS DESCRIBED BYPARCIEL I PM �°c��,`� 2/66
c6
DOCUMENT 2018�-0469720 RECORDED 1 1 /30/2018, �;� o fy � to CO
OF OFFICIAL RECORDS OF RIVERSIDE COUNTY. \ v o 0 42.00'
\ 'ems, LS� o � ( fo
o O ESTABLISHED AT RECORD DISTANCE I
NOTE \ / J w FROM JOHN NOBLES AVENUE PER
/ �� d' I R3 NOTHING SET.
FIELD WORK COMPLETED ON 02/10/2022 \ / O u) w I
\ / z .Z (p o I
\ PARPH
d\ / b o POINT "A"
\ / L4 L3 (266.71 )M&R2 -- L2
\ \ / N89' 1855"E 330.81'
\ I
i HELD RECORD (N89'19'E 330.81')R1
\ / ESTABLISHED AT RECORD ANGLE PER I
\ DISTANCE FROM POINT A PER 40.00'
/ R1 (SEARCHED FOR 3f 4" I.P. TAGGED RCE ( �
\ / R1 SET NAIL AND TAG LS 6284 PER R3. NOTHING FOUND.
' " � 7070 FLUSH ON STEM WALL. HELD RECORD ANGLE PER R1 I ( Oo
N50 47 14 W 1.33 / ESTABLISHED AT RECORD BEARING AND 00
\ / ( DISTANCE PER R3 BEING ( c0 N
N
PERPENDICULAR 42 00' FROM THE W
RECORD LINE TABLE
NO.
BEARING
LENGTH
L1 R2
N 74'52'25" E
70.77'
L2 R3
N 89.49920" W(42.009)
L3 R1
N 89.19' E
30.00'
L4 R1
N 89.19' E)
(34.109
L6 R7
N 37.23034" E
563.57'
L7 R8
N 37-22934" E
1638.30'
� PARCIEL 2 PH 3/65
.°�• Aso
SEARCHED FOR MONUMENTS AT
ALL SOT CORNERS OF MB
� � � 59/91-99 N'LY OF LAS PALMAS
� Ss� � $ � � ROAD AND PER PM 2/86 AND
- � ��0 �S O• � � �9PM 3/85. NOTHING FOUND
SS • \ � > UNLESS OTHERWISE NOTED.
� � � PARCEL � PH �I/4�l �
cl
op�
ESTABLISHED AT 'Qo�'�
RECORD DISTANCE 96
9
FROM THE
CENTERLINE OF
LAS PALMAS ROAD �►- �
PER R2 & R5.
LOT 4NB 59/97mgg
I irw
EASTERLY LINE OF SECTION 27 PER 00
R3 NOTHING SET. o 0 ■co
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CD
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N Z V)
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0 r2
ESTABLISHED AT MIDPOINT w
BETWEEN FOUND NE COR. o � L?
AND E. 1 /4 COR. OF SEC. 27 JOHN NOBLES z m 0)
SET 3 BRASS CAP STAMPED AVENUE o %�
LS 7070, FLUSH.
V)
wer V I
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POSITION PER CR03-743
TIES, NOT ACCEPTED.
SF�
FOUND NAIL AND WASHER STAMPED LS 7232 CROFT, FLUSH PER
JOHN NOBLES
PM 252/24-25. ACCEPTED AS CL OF HIGHWAY 111.
1 /16 COR. AVENUE
SEC. 27 pn
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SHEET 1 OF 1 SHEET
RECORDER'S STATEMENT
FILED THIS 1.7 DAY OF a6l y 1 20 z5
ATIV-0ZP.M. IN BOOK 105 RECORDS OF SURVEY, AT
PAGE 100 AT THE REQUEST OF THE COUNTY SURVEYOR.
No. aoas- 0143fo7(O
FEE 0
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 SHANE
WALCOTT IN FEBRUARY OF 2022.
�� LAND 's
900e
b 0�
P H I LLI P K. FOMOTOR PHILLIP K. FOMOTOR
LS NO. 7070 No. 7070
14 Kl_s� OF CP�-�D
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF
THE PROFESSIONAL LAND SURVEYORS' ACT THIS 7 DAY
OF 20 a S
_yAND O
v �1
DAVID L MCMILLAN, COUNTY SURVEYOR DAVID L MCMILLAN
L.S. 8488 No. ages
�9rF of cap-\F°ems
MONUMENT NOTES
1 FOUND REMAINS OF 1 " I.P. OPEN, UP 0.1' PER R4, SET 199 I.P.
AND PLUG STAMPED LS 7070 FLUSH, ACCEPTED AS NW CORNER OF
PARCEL 1 PER R4
2 FOUND 1" I.P. OPEN, DOWN 0.5' ACCEPTED AS STATE HYW 1 1 1
R/W BC PER R2
3 FOUND 3/4" I.P. DOWN 2.0' NO REFERENCE, ACCEPTED AS THE NE
CORNER SECTION 27
4 FOUND NAIL AND TAG ILLEGIBLE FLUSH, ACCEPTED AS P.O.C. PER
CALTRANS MONUMENTATION MAP 204-601
5 FOUND 2" BRASS CAP ILLEGIBLE, FLUSH, IN PLACE OF 3/4" ROD IN
CITY OF INDIO MONUMENT WELL PER CR 08/392. ACCEPTED AS E
1 /4 CORNER SECTION 27.
6 FOUND 1/2 of I.P. TAGGED ILLEGIBLE DOWN 0.4' PER R2, ACCEPTED
AS THE NORTHEAST CORNER OF LOT 4.
7 FOUND 1/2 $1 I.P. OPEN DOWN 0.4PER R2, ACCEPTED AS POINT
ON NORTHERLY LINE OF LOT 4.
8 FOUND 1/2 it I.P. OPEN DOWN 0.4 PER R2, ACCEPTED AS POINT
ON NORTHERLY LINE OF LOT 4.
FOUND NAIL AND TAG LS 7232 FLUSH PER CR20-0160, ACCEPTED
AS ON THE PROLONGATION OF THE CL OF LAS PALMAS ROAD.
DR. CA,RREON BLVD. /
47TH AVE.
E. 1 /4 COR. 1�y
SEC. 27
10 FOUND 1" I.P. TAGGED LS 6154 UP 0.2' NO REFERENCE, ACCEPTED
AS REPLACING 3/4" I.P. AT THE MOST EASTERLY CORNER OF
PARCEL 4 PER R6.
RIVCO 22-068
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