rs161_002LINE
BEARING
R.S.B. 121/77
DISTANCE
L1
N 33°38'38"
W
50.00' 50.00' M & R1
L2
N 76015'46"
W
33.97' M & D2
L3
N 0805752"
E
33-97'M & (Dl)
L4
N 33039'16"'
W
25.00'M & CF D2
L5
N 56020'44"
E
23.00'M & CF D1
L6
N 33039'16"
W
25.00'M & CF D1
L7
N 56020'44"
E
23.00' M & CF D2
L8
N 56020'44"
E
64.00'
L9
N 17007'18"
W
50.00'M & D2
L10
N 50009'58"
W
50.00'M & (Dl/D2
L 11
N 13005'43"
W
60.30' 60.16' R 1
L12
N 33040'02"
W
50.00'M R 1
L13
N 33040'02"
W
32.00' M& R 1
L14
N 56026'32"
E
168.31' 168.30' D1
115
N 33033'28"
W
21.00'M & (Dl)
L16
N 5602632"
E
107.32' 107.31' D 1
117
N 56024'19"
E
68.74' 68.76' D 1
L18
N 33035'41 "
W
11.61'M & (Dl)
119
N 56024'19"
E
226.98' 227.00' Dl)
L20
N 33038'52"
W
5.00'M & (Rl)
L21
N 33038'52"
W
18.00'M R 1
L22
N 16011'49"
E
53.00'
L23
N 66002'11"
E
53.00'
L24
N 39050'02"
E
53.00'
L25
N 56020'44"
E
969.70'
M8
N 56020'44" E
503.72'(503.76'R2)
IN THE CITY OF CORONA, COUNTY OF RIVERSIDE,
STATE OF CALIFORNIA
RFCORD OF SURVEY
BEING A SURVEY OF PARCEL "C" AND A PORTION OF PARCEL "A"
OF LOT LINE ADJUSTMENT RESOLUTION NO. 01-799,
RECORDED JUNE 20, 2001, AS DOCUMENT NO. 2001-280971 OF OFFICIAL RECORDS,
AS DESCRIBED IN THE GRANT DEEDS RECORDED FEBRUARY 20, 2015 AS DOCUMENT NO. 2015-00689631
AND MARCH 31, 2015 AS DOCUMENT NO. 2015-0129841, ALL OF OFFICIAL RECORDS,
IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.
BEING SITUATED IN SECTION 32, T3S, R6W, S.B.M.
REFERENCES:
(R1) -
(R2) -
(R3) -
(R4) -
(R5) -
(D1) -
(D2) -
BLAKE KERBS, PLS 9196
DATE OF SURVEY: JANUARY 2020 AND NOVEMBER 2022
JOB NUMBER: 18966/21823
JRN CIVIL ENGINEERS
PURPOSE OF SURVEY:
SHEET 1 OF 1
RECORDER'S STATEMENT
FILED THIS DAY OF IWA Y , 2023, AT
'410 .M. IN BOOK RECORDS OF SURVEY, AT
PAGE oo',p , AT THE REQUEST OF THE COUNTY
SURVEYOR.
No. A000%#3
FEE • DO
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
R.S.B. 122/82-83
THE PURPOSE OF THIS SURVEY IS TO ESTABLISHED THE
R.S.B. 121/77
BOUNDARY OF PARCEL "C" AND A PORTION OF PARCEL "A"
R.S.B. 53/100
OF LOT LINE ADJUSTMENT RESOLUTION NO. 01-7999
R.S.B. 78/23-26
RECORDED JUNE 20, 2001, AS DOCUMENT NO. 2001-280971
PARCEL MAP NO. 36460
OF OFFICIAL RECORDS, AS DESCRIBED IN THE GRANT
P.M.B. 236/1-4
DEEDS RECORDED FEBRUARY 20, 2015 AS DOCUMENT NO.
LOT LINE ADJUSTMENT RESOLUTION NO. 01-799
2015-0068963, AND MARCH 31, 2015 AS DOCUMENT NO.
RECORDED 6/20/2001
2015-0129841, ALL OF OFFICIAL RECORDS, IN THE OFFICE OF
DOC# 2001-280971, O.R.
THE COUNTY RECORDER OF RIVERSIDE COUNTY, STATE OF
RIGHT OF WAY DEDICATION
CALIFORNIA AND TO COMPLY WITH SECTION 8762(B)(4) OF
RECORDED DECEMBER 31, 2001
THE PROFESSIONAL LAND SURVEYORS' ACT.
-DOC# 2001-6534799 O.R.
52.43' M &
MAGNOLIAAVENUE
10 11.67' (1011.66' R5)
r--- 507.96'
KI ccannfw Avf c iwl CnOn4ICA" c M4
(Bq IV,;'s0,641
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S/S o s fit
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426ri
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FR1
CURVE
DELTA
RADIUS
LENGTH
C 1
16031'20"
111.22'
32.07' M &
D2
C2
16031'20"
111.22'
32.07'M & (Dl/D2
C3
213002'37"
53.00'
197.07' M &
D2
C4
56°40'50"
53.00'
52.43' M &
D2
C5
130009'38"
53.00'
120.40'M &
D1 /D2
C6
26° 12'09"
153.001
24.24' M & (Dl/D2
SCALE: 1 " = 100 '
835.50' (835.45' R1)
805.21' (N 56021'51"E 1805.15' R1 CALC) \,`UI`IIIIIIII�
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BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS NORTH
76054'26" EAST ALONG THE SOUTH LINE OF RSB 53/100
PMB 12/67, AS SHOWN ON THE MAP RECORDED IN BOOK
122, PAGES 82 THROUGH 83 OF RECORDS OF SURVEY , IN
THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE
COUNTY, STATE OF CALIFORNIA.
_ql IRVPW)P4 q gTL1 TJ=AA;=AIT-
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 LBA REALTY IN JANUARY OF 2020
AND REXFORD INDUSTRIAL IN NOVEMBER 2022.
L
Zai
BLAKE KERBS DA -t
PLS 9196
Lq,o
�C
�� k��
s
PLS 9195��
Op CA
SURVEYOR'S NOTE:
THE GRANT DEED RECORDED 3/31/2015 AS
DOCUMENT NO. 01298411 OF OFFICIAL
RECORDS, CONTAINS AN EXCEPTION,
REMOVING PARCEL -"A" OF THE RIGHT OF
DEDICATION RECORDED 12/31/2001 AS
DOCUMENT NO. 6534799 OF OFFICIAL RECORDS,
SAID CONFIGURATION DOES NOT MATCH THE
LOT LINE ADJUSTMENT CONFIGURATION FOR
PARCEL "A" OF LOT LINE ADJUSTMENT
RESOLUTION NO. 01-799, RECORDED 6/20/2001
AS DOCUMENT NO. 2001-280971, OF OFFICIAL
RECORDS. THE CONFIGURATION DESCRIBED
WITHIN THE GRANT DEED RECORDED 3/31/2015
AS DOCUMENT NO. 01298411 OF OFFICIAL
RECORDS, AND AS SHOWN HEREON, AND MAY
BE A LEGAL PARCEL.
2308.93'
X969.71' (969.70' R1 CALC) --�-
M
292.44' 677.26'
L25
M3
MONUMENT NOTES:
M5
M4
L20
L21
M1 FOUND 1" IRON PIPE TAGGED "LS 7780" PER
PER (R1), DOWN 1.0. (R1) ERRONEOUSLY
NOTES SETTING A TAG "LS 7708".
M2 FOUND LEAD, TACK AND TAG "LS 7780" FLUSH IN
CONCRETE, IN LIEU OF 1" IRON PIPE TAGGED
"LS 7780" PER (R1).
M3 FOUND 2" BRASS DISK STAMPED "RIV CO SURV A
ST 10+66-28", FLUSH, PER (R1).
M4 FOUND 2" ILLEGIBLE BRASS DISK, FLUSH,
ACCEPTED AS 2" BRASS DISK PER (R1).
M5 FOUND 2" BRASS DISK STAMPED "RIV CO SUR A
ST RAD PT", FLUSH, PER (R1).
M6 FOUND #5 RE-BAR,NO CAP, NO RECORD, DOWN
0.4', ACCEPTED AS THE SOUTHWEST CORNER
OF PARCEL 3 OF (R3).
M7 FOUND 1" IRON PIPE TAGGED "LS 7780" PER (R1),
DOWN 1.0'.
M8 FOUND CONCRETE NAIL, IN LIEU OF MAG NAIL,
AND WASHER STAMPED "R.C.F.C. & W C.D."
PER (R5), FLUSH.
ESTABLISHMENT NOTES:
E1 SEARCHED, FOUND NOTHING, ESTABLISHED AT
RECORD DISTANCE FROM POINT M1 HEREON,
PER (R1).
E2 ESTABLISHED BY PROPORTION PER (D1), FOUND
2-1/4" BRASS DISK STAMPED "CALF DEPT OF
TRANS" PER (R1), DOWN 1.0', DID NOT ACCEPT,
S87006'34"E 0.92' (S59°18'34"E 0.63' PER R1).
E3 SEARCHED, FOUND NOTHING, ESTABLISHED BY
PROPORTION PER (D1).
E4 ESTABLISHED PARALLEL WITH THE -SOUTHWEST
LINE OF (R3) PER (D2).
COUNTY SURVEYOR'S NOTE:
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 SHOWN ON THIS SURVEY MAY NOT
HAVE BEEN LEGALLY CREATED AND THEREFORE MAY
NOT BE A BUILDABLE PARCEL.
DAVID L. VcMILLAN, COUNTY SURVEYOR
P.L.S. 8488
1788I `
188 ,� 95 32-
o R 1 (29$
(118 .341
Rr)
R3 (4gs
� (1 1 3sR
88 12.
�4J
M7
COUNTY SURVEYOR'S STATEMENT:
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF
THE PROFESSION&L LAj�ID SURVEYORS' ACT THIS R.5'DAY OF
��?L , 2023.
DAVID L. MCMILLAN, COUNTY SURVEYOR
P.L.S. 8488, EXP. 12-31-24
RIV CO 22-203
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