rs158_091SURVEYOR'S NOTE:
AT THE TIME OF SURVEY DEEDS HAD NOT
BEEN RECORDED REFLECTING PARCEL MAP
NO. 36311, RECORED IN BOOK 245, PAGES
22 THROUGH 29 OF PARCEL MAPS, NOR HAD
DEEDS BEEN RECORDED REFLECTING LOT
LINE ADJUSTMENT RESOLUTION NO. 19-0119
RECORDED APRIL 29, 2020 AS DOCUMENT
NO. 2020-0185762 OF OFFICIAL RECORDS.
SURVEYOR'S STATEMENT:
IN THE CITY OF CORONA, COUNTY OF RIVERSIDE,
STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A SURVEY OF THE EXTERIOR BOUNDARY OF PARCEL MAP NO. 363111
RECORDED IN BOOK 245, PAGES 22 THROUGH 29 OF PARCEL MAPS,
TOGETHER WITH PARCEL "A" OF LOT LINE ADJUSTMENT RESOLUTION NO. 19-0111
RECORDED APRIL 29, 2020 AS DOCUMENT NO. 2020-0185762 OF OFFICIAL RECORDS,
IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.
IN SECTION 8, TOWNSHIP 4 SOUTH, RANGE 6 WEST, SAN BERNARDINO BASE AND MERIDIAN
.BLAKE KERBS, PLS 9196
DATE OF SURVEY: AUGUST OF 2021
JOB NUMBER: 20410
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME ,J KIN CIVIL ENGINEERS
OR UNDER MY DIRECTION IN CONFORMANCE WITH THE
REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS'
ACT AT THE REQUEST OF NORTHMARQ CAPITAL IN AUGUST
OF 2021.
O
C. ��
BLAKE KERBS t IATETIC\
0 -<
PLS 9196
PLS 9196
C AWo
COUNTY SURVEYOR'S STATEMENT.
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION
8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS o��'►�
DAY OF 8; V e� , 2022.
O SMD Sli
DAVID L. MCMILLAN, COUNTY SURVEYOR
P.L.S. 84881 EXP. 12-31-22
-31
LINE
0
RADIUS
DISTANCE
Cl
L1 IN
(N
88'22'48"
88023'33911
W 133.88p
W
m
�
o
L2
N
N
m
�
L
�
o
�
SURVEYOR'S NOTE:
AT THE TIME OF SURVEY DEEDS HAD NOT
BEEN RECORDED REFLECTING PARCEL MAP
NO. 36311, RECORED IN BOOK 245, PAGES
22 THROUGH 29 OF PARCEL MAPS, NOR HAD
DEEDS BEEN RECORDED REFLECTING LOT
LINE ADJUSTMENT RESOLUTION NO. 19-0119
RECORDED APRIL 29, 2020 AS DOCUMENT
NO. 2020-0185762 OF OFFICIAL RECORDS.
SURVEYOR'S STATEMENT:
IN THE CITY OF CORONA, COUNTY OF RIVERSIDE,
STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A SURVEY OF THE EXTERIOR BOUNDARY OF PARCEL MAP NO. 363111
RECORDED IN BOOK 245, PAGES 22 THROUGH 29 OF PARCEL MAPS,
TOGETHER WITH PARCEL "A" OF LOT LINE ADJUSTMENT RESOLUTION NO. 19-0111
RECORDED APRIL 29, 2020 AS DOCUMENT NO. 2020-0185762 OF OFFICIAL RECORDS,
IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.
IN SECTION 8, TOWNSHIP 4 SOUTH, RANGE 6 WEST, SAN BERNARDINO BASE AND MERIDIAN
.BLAKE KERBS, PLS 9196
DATE OF SURVEY: AUGUST OF 2021
JOB NUMBER: 20410
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME ,J KIN CIVIL ENGINEERS
OR UNDER MY DIRECTION IN CONFORMANCE WITH THE
REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS'
ACT AT THE REQUEST OF NORTHMARQ CAPITAL IN AUGUST
OF 2021.
O
C. ��
BLAKE KERBS t IATETIC\
0 -<
PLS 9196
PLS 9196
C AWo
COUNTY SURVEYOR'S STATEMENT.
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION
8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS o��'►�
DAY OF 8; V e� , 2022.
O SMD Sli
DAVID L. MCMILLAN, COUNTY SURVEYOR
P.L.S. 84881 EXP. 12-31-22
-31
LINE
BEARING
RADIUS
DISTANCE
Cl
L1 IN
(N
88'22'48"
88023'33911
W 133.88p
W
33.80p
E?j)
180.71' R1
L2
N
N
67'25'32"
67026'44"
E
E
57.01 '
57.02"21)
1 056'09"
4909.59'
L3
N
N
35'02'00"
35'00'59"
E
E
24.72'
24.74'
R 1
13"48'44"
L4
N
N
60'4732"
60039'22"
E
E
16.95'
17.08'
R 1
L5
N
N
29"52'32"
29'52938"
W
W
50.00'
50.00'
R 1
L6
N
N
45'07'32 '
45'08'58"
E
E
113.57'
113.431
R1
L7
N
N
45'07'32"
45'08'58"
E
- E
48.79'
48.77'
R 1
L8
N
N
45'07'32"
45'08'58"
E
E
64.78'
64.66'
R1
L9
N
N
20"38'31 "
20'38'21 "
W
W
47.75p
47.67'
R 1
L10
N
88' 16'34"
W
56.00'
M
& R2
L1 1
N
88' 1634"
W
69.83'
M
& R2
L12
N
20'56'22"
W
35.95'
M
& R2
L13
N
01'43 26"
E
59.67'
M
& R2
L14
N
04'20'28"
W
52.76'
M
& R2
L15
N
21'12109"
W
102.77'
M
& R2
L16
N
41'48'06"
E
75.21'
M
& R2
L17
N
88016'34"
W
80.87'
M
& R2
L18
N
N
01'43'26"
01'43'26"
E
E
297.51'
297.510'
R2
L19
N
N
03'28'07"
03824141 "
W
W
65.5-1-1
64.98'
R 1
L20
N
88' 16141 "
W
14.00'
L21
N
N
67025132"
67'2644"
E
E
15.28'
15.27'
R 1
CURVE
DELTA
RADIUS
LENGTH
Cl
3031'03"
2944.00'
180.74'
3031'01"
2944.00'
180.71' R1
C2
1056'09"
4909.59'
165.88'
1 056'09"
4909.59'
165.88' R1
C3
13048'44"
135.04'
32.55'
13"48'44"
135.04'
32.55; R 1
C4
503412"
125.93
12.24
(5034'12"
125.93,
12.246 R 1
N
s
F
E1
80' 0' 80' 160'
SCALE.* 1" = 80'
MONUMENTNOTES:
M1 FOUND LEAD, TACK AND TAG "RCE 30843", NO RECORD,
ACCEPTED AS POSITION OF 2" IRON PIPE " TAGGED
"RCE 23927" PER (R1).
M2 FOUND 1" IRON PIPE WITH PLASTIC PLUG STAMPED "RCE 30843"
PER (R1), FLUSH.
M3 FOUND LEAD, TACK AND TAG "RCE 30843", PER (R1).
E
FOUND LEAD, TACK AND TAG "RCE 30843", TURNED RECORD ANGLE,
NORTHWESTERLY, PER (R1).
M5 FOUND 1" IRON PIPE WITH PLASTIC PLUG STAMPED "RCE 30843"
PER (R1), FLUSH, ACCEPTED AS BEING SET N 01 043119" E 1.96' FROM
CORNER, DEPICTION EXAGGERATED FOR CLARITY.
FM6)_
FOUND ILLEGIBLE SPIKE AND WASHER, FLUSH, NO RECORD,
ACCEPTED AS CENTERLINE INTERSECTION PER (R1).
PURPOSE OF SURVEY:
THE PURPOSE OF THIS SURVEY IS TO
ESTABLISH THE EXTERIOR BOUNDARY OF
PARCEL MAP NO. 36311, RECORDED IN
BOOK 245, PAGES 22 THROUGH 29 OF
PARCEL MAPS, AND THE BOUNDARY OF
PARCEL "A" OF LOT LINE ADJUSTMENT
RESOLUTION NO. 19-011, RECORDED APRIL
29, 2020 AS DOCUMENT NO. 2020-0185762 OF
OFFICIAL RECORDS OF RIVERSIDE COUNTY,
CALIFORNIA AND TO COMPLY WITH SECTION
8762(B)(4) OF THE PROFESSIONAL LAND
SURVEYORS' ACT.
SHEET 1 OF 1
RECORDER'S STATEMENT
FILED THIS 10ftl DAY OF , 2022, AT
�
:57. M. IN BOOK /50o R CORDS OF SURVEY, AT
PAGE , AT THE REQUEST OF THE COUNTY
SURVEYOR.
No. d aa -_ 0352'TY0
FEE IS O
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
BY: ,DEPUTY
M3
4,10 PON.,
X 4Q"
�`V .�
�o °
0 0 g %'Z-
o
�� tr.1 � • o� v
@
c
cer
/cNi
to co
P
N
N
o g� CONTROL LINE
PER (R1)
40
414
co y
@ go /
ov
(o C
•
M5 M3� (COMMMON, AREA)
FAME MH 0. 'SCSI 1
P.M. 245122-29
M4 M3
FAME 6
4(Z-
� h
Q11 Eroz
N
l�
N
M2
m
REFERENCES:
(R1) - PARCEL MAP NO. 36311
P.M.B. 245/22-29
(R2) - LOT LINE ADJUSTMENT
� ' RESOLUTION NO. 19-011
Q o o 80RECORDED 04/29/2020
�� DOC# NO. 2020-0185762, O.R.
a
CONTROL LINE �
PER (R1)
o /LE 9
X00 00
FAX EQ 3 '
05
oo� /o&
� PAME 2 M2 �
M3 M3 M2
L2
C1 oftwomC2 C4 L4
M3 C3 � L8
RM PER (R1) M3 E3 L7 00
I Lo
E FOOTHILL PARKWAY Zs.00' M & (R1) I J M2
E2
469.83' (469.93' R1)
N 60°07'21" E (N 600071221" E R1) 497.83' (497.93' R1) � M6
EL CERRITO ROAD
0
o
2
Z
�O
O
cc
co
gn
co
co0
M
0
co
M2
I r- r- A I n
NOT TO SCALE
FOUND MONUMENT
AS NOTED
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS
SURVEY IS NORTH 01 043'26" EAST
ALONG THE NORTHWEST LINE OF
LOT "A" OF PARCEL MAP NO. 36311
RECORDED IN BOOK 245, PAGES 22
THROUGH 29 OF PARCEL MAPS, IN
THE OFFICE OF THE COUNTY
RECORDER OF RIVERSIDE COUNTY.
ESTABLISHMENT NOTES:
El SEARCHED, FOUND NOTHING, ESTABLISHED AT RECORD
DISTANCE (118261) PER (R1).
E2 SEARCHED, FOUND NOTHING, ESTABLISHED AT RECORD
DISTANCE (28.00'), TURNED RECORD ANGLE (900) PER (R1).
E3 SEARCHED, FOUND NOTHING, ESTABLISHED AT RECORD
DISTANCE (50.000) PER (R1).
RIV CO 22-046