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SCALE: ,"=6°' RECORD OF SURVEY 24-00242
IN THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA
BEING A SURVEY OF LOTS 2199 2209 221,232 AND 233 OF TRACT NO. 2068, RIM
OF THE WORLD LANDS UNIT NO. 1, AS PER THE MAP RECORDED IN BOOK 301
AT PAGES 6 TO 9, INCLUSIVE OF MAPS , RECORDS OF SAID COUNTY
PURPOSE OF SURVEY:
THE PURPOSE OF THIS SURVEY IS TO ESTABLISH THE DEED LINES
OF DOCUMENT NO. 2013-0054313 OFFICIAL RECORDS, RECORDED
MARCH 7, 2023, AND TO SATISFY THE REQUIREMENTS OF SECTION
8762(b)(5) OF THE PROFESSIONAL LAND SURVEYORS' ACT.
BASIS OF BEARINGS:
THE BEARING
OF N
0'13'001" E, OF THE EAST
LINE OF THE NW
1 /4, SECTION
9, T.
1 N., R. 2 W., S.B.M., AS
SHOWN ON THE MAP
OF TRACT MAP
NO.
2068, RIM OF THE WORLD
LANDS UNIT NO. 1,
RECORDED IN
BOOK
30, PAGES 6 TO 9, WAS
USED AS THE BASIS
OF BEARINGS
FOR THIS
SURVEY.
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 ANDREW JONES, IN MAY OF
2024.
6/09/2025 �Q �S D NF�� G�\
CHRIS D. NELSON, P.L.S. 6385 o Z
CHRIS NELSON & ASSOCIATES, INC. a NO. 6385
LEGEND:
- FOUND MONUMENTS AS NOTED
00 - SET, 5/8" REBAR & CAP, PLS 6385,
FLUSH AT CORNER
80 - SETT, LEAD TACK & TAG, PLS 6385,
IN BOULDER AT CORNER
60' 30' 0' 30' 60' 120'
GRAPHIC SCALE
SCALE: 1 "=60'
SAN BERNARDINO COUNTY RECORDER'S CERTIFICATE
THIS MAP HAS BEEN FI ED UNDER DOCUMENT NOZP; 61
THIS_1q DAY OF , 20��AT11:171AMIN
BOOK�OF RECORDS F SURVEY �jj AT PAGE �, AT THE
REQUEST OF A'/1p'rW ,TOnc.S
IN THE AMOUNT OF $
JOSIE GONZALE15
ASSESSOR -RECORDER
SAN BERNARDINO COUNTY
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH
SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS'
ACT THIS 0 RD DAY OF TQNE , 20 LS
RYAN HUNSICKER, COUNTY SURVEYOR
SAN BERNARDINO COUNTY, CA
L.S. N0. eq 30
FD. 1 " I.P. & CAP, LS 3490 PER
RECORD OF SURVEY 158174��
I
I
I
I
I
ESTAB. -
ESTABLISHED
N
FD. -
INTX.
FOUND
INTERSECTION
I
90)00
-
I.P. -
IRON PIPE
FD. 1" LP, & CAP, ILLEGIBLE,
ACCEPTED PER C.R. 139/89 &
C.R. 145/37
—
--------- ------------------
—�
-NOT ESTAB. BY
THIS SURVEY
I I
I I
I I
I I
N h
� I
o N N
I
0o
I
I
I
I
OI
`
(N8950'E 208.71' Rl)
208.10' R4&R5)
(N893945-E
i N89 44 38'E 20830' M
-�
I
O=)
�
I FD. NAIL & TAG, LS 5280,
L7�L
I IN WALK PER R2, R4 & R5
I
m0
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ova
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�kZ
NOT ESTAB. BY
I THIS SURVEY
------------------
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I
NOT ESTAB. BY
THIS SURVEY
t �-9 � (I Do-1
o O
I
I
(N8950'E
208.71' Rl)
(N89'4224 E
208.23' R4&R5)
�- N89 50'18 "E
208.26' M
FD. 1 " I.P. & CAP, ILLEGIBLE,
ACCEPTED PER C.R. I39/89 &
C. R. 215/24
FD. 1" I.P. & CAP, LS 3490 PER
RECORD OF SURVEY 158/74
(N89W E 208.71' Rl) (N8950E 208.71' RI)
(N89 3945 E 208. 10'R4&R5) (N893945 E 208, 10'R4&R5)
N89 47'14 E 208.09' M �- — — — N89 40'40 "E 208.56' M —
i
FD. 1" I.P. & CAP, LS 5280, FD. 1" I.P. & CAP,
PER C.R. 145/37 ILLEGIBLE, NO REF., ESTAB. AT-'
ACCEPTED AS LOT CORNER MID POINT
I
IQz
I�
I'Z5l
Ia
I N
0
0
ESTAB. BY PROPORTION
(417.42' CFR1) PER C.R. 215/24-"\
(N8950E RI&R2 I 418.56' R2)
N8933'18E — 418.46;M-------------
— — — — — 209.82' M �1 (208.71' Rl) — — —71,
209.82' M V (208.71' Rl)
B.
�FD. 1 " LP., OPEN, ACCEPTED BY ES
PARCEL 1
PER C.R. 215/24 I INST. NO. 20230054313 O.R.
a (REC. 2/6/2023)
I�
I�
IA
vi
92 Q3 Q3
I�
IN
I
FD. 1 " I.P., OPEN, ACCEPTED
ESTAB. AT REC. ANGLE & ESTAB. AT MID POINT I PER R.S. 89/71, C.R. 139/89
DIST. (417.42) FROM EAST PER C.R. 215124� I & C.R, 215/24
C. R. 215/24
208.71' M,R1&R2
N89 39 29'E 417 42' M
(N893834 E 417.42' R2)
(09%F 417,42' CFR1)
208.71 ' M,RI&R2
O
N
0
0
N
0
N.
RECORD REFERENCE:
R1
- TRACT NO. 2068, M.B. 30, PGS. 6-9
R2
- C.R.
215,
PG.
024
R3
R.S.
158,
PG.
74
R4
- C.R.
139,
PG.
089
R5
- C.R.
145,
PG.
037
I.
m
A.P.N. 0296-221-39
JOB NO.: 24-7083